The Resource GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
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The item GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Missouri Libraries.This item is available to borrow from 2 library branches.
Resource Information
The item GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Missouri Libraries.
This item is available to borrow from 2 library branches.
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- eng
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- 1 online resource (4504 pages).
- Contents
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- Friction Effects on Lateral Loading Behavior of Rigid Piles -- Application of Monte Carlo Simulation to Laterally Loaded Piles -- Evaluation of AASHTO Load Factor and Resistance Design Methods for Benchmarked Braced Excavations -- Resistance Factors for MSE Wall Sliding and Overturning Checks -- Determination of Shaft and Base Resistance Factors for Drilled Shaft Embedded in Rock in Korea -- Foundations for the Bridge at Pitkins Curve -- Soil Shear Strength Enhancements from Plant Root Templated Georeinforcements -- The Behaviour of Embankment Soil with Time -- Cracks in slopes : Limit Analysis Approach to Stability Assessment -- Excavation Difficulties in a Stiff Fissured Clay and a Reinforced Earth Wall Solution -- Backfill Stress and Strain Information within a Centrifuge Geosynthetic-Reinforced Slope Model under Working Stress and Large Soil Strain Conditions -- Experimental Modeling of Rainfall and Seismic Activities as Landslide Triggers
- Application of GIS Tools for Three-Dimensional Slope Stability Analysis of Pre-Existing Landslides -- Design of 300 m High Artificial Mountain Using Geosynthetics -- Perennial Infiltration-Induced Instability of Interstate 70 Embankment West of the Eisenhower/Johnson Memorial Tunnels -- Investigation of the Design criteria for the Analysis of I-Wall in New Orleans, Louisiana for Flood Side Gap Condition -- Field Monitoring of Volcanic Slope Subjected to Freezing and Thawing and Its Evaluation -- The Deformation Behavior of Muratli Asphalt Faced Rockfill Dam -- Presentation of Critical Failure Surface of Slopes Based on the Finite Element Technique -- Investigation of White Bluffs Landslides in Washington State -- Simulation of Earthquake-Induced Slope Deformation Using SPH Method -- New Numerical Scheme in Finite Element Method for the Effective Evaluation of the Vegetation Effects on Slope Stability Modeling -- Scale Effect on Strength and Failure Modes of Open Pit Cut Slope of Wardha Valley Coalfield in India -- Monitoring and Analysis of High Fill Embankment Settlements -- Emerging Trends in Ground Improvement Techniques -- Steady State Seepage Pore Water Pressures' Influence in the Slope Stability Analysis of Levees -- A New Approach for Pseudostatic Analysis of Critical Line Segment Slip Surface in Earth Slopes -- Investigations of Stability Improvements for Submerged Berm on Soft Clay in South Louisiana -- Investigation of Geohazard Potential of Highway Embankment Slopes on Expansive Clay by Using Geophysical Methods -- Performance of 2V:1H Slopes with and without Soil-Nails Subjected to Seepage : Centrifuge Study -- Case Studies in Landslide Repair along Coastal and Riparian Areas -- Numerical Modeling of Liquefaction-Induced Slope Movements -- Shear Strength Characterization and Back Analysis for a Landslide Complex -- A New Concept of Residual-State Creep Test to Understand the Creeping Behavior of Clayey Soils -- Effects of Scouring on Performance of Caisson Foundation -- Biological Mechanisms of Piping Erosion Reduction of Organic Soils -- Validation of Erosion Modeling : Physical and Numerical -- Finite Element Analysis of Rapidly Deployable Armoring System to Mitigate Levee Erosion During Overtopping -- An Innovative Approach to Reuse and Retain Dredged Sediment for Erosion Control Using Geotextile Containers in Ecosystem Restoration -- Multiscale Modeling of Flood-Induced Scour in a Particle Bed -- FE Simulation of Deep Excavations in Sensitive Soft Clays -- Use of Modeling and Instrumentation during Construction of the University Link I-5 Undercrossing -- Research and Design on Top-Down Method for Large Scale Podium Basement Excavation of Shanghai Tower -- Deep Portal Shafts for the Brightwater Tunnels : Geotechnical Design Considerations and Construction Experience -- Decision Process for Selection of Retaining Structure for an Excavation in Soft Clay -- On Some of the Factors Influencing the Fines' Role on Liquefaction of Silty Sands -- New Density Normalization Approach for Evaluation of the Cyclic Resistance of Silts -- Residual Strength of Unsaturated Soils Using a Fully Servo/Suction-Controlled Ring Shear Apparatus -- Static Liquefaction and "Reverse" Behavior of Silty Sand -- Seismic Compression Behavior of Sands with Fines of Low Plasticity -- Cyclic Instability Behaviour of Coal Ash -- A Rate Dependent Constitutive Model for Clay -- Characterization and Modeling of a Reconstituted Offshore Silty-Clay -- Collapse "Sensitivity" of Midcontinent and Lower Mississippi Valley Loess -- Shear Wave Velocity of Weakly Cemented Silty Sand During Drained and Undrained Triaxial Compression -- Seismic Evaluation of a Pile Foundation in Sloping Silt River Bank -- Monitoring the Impact of Sulfate Attack on a Cement-Clay Mix -- Accelerated Testing of Cement Treated Singapore Marine Clay Cured under Elevated Temperature -- Development of a deep mixing model system on centrifuge platform -- Finite Element Analysis of Consolidation Behavior of Composite Soft Ground -- Soil Stabilisation Using Sustainable Industrial By-Product Binders and Alkali Activation -- Measurement of Cementitiously Stabilized Soil Slurry Thermal Profiles
- The Adjunct Professor's Role in Geotechnical Engineering Education : A Bridge between the Classroom and the Workplace -- A Review of Shear Stress Sign Convention in Interpreting Mohr's Circle Using the Pole of Planes Method -- Undergraduate Geotechnical Lesson Modules Based on New Orleans Levee Failures -- Service-Learning Design Projects to Enhance Geotechnical Engineering Education -- Geotechnical Engineering Education in the IT Era -- The Use of Vertical Columns in Combination with Geocell Stabilized Load Transfer Platforms for the Construction of Roadways over Soft Soils -- Monitoring Performance of Geosynthetic-Reinforced and Lime-Treated Low-Volume Roads under Traffic Loading and Environmental Conditions -- Relevancy of Material Properties in Predicting the Performance of Geogrid-Stabilized Roadways -- Effect of Geosynthetic Reinforcement Creep on the Long Term Performance of an Embankment -- Studies on the Performance of Geogrid Reinforced Soil Walls with Compressible Inclusion -- Assessment of QC/QA Technologies for Evaluating Properties and Performance of Geosynthetics in Roadway Systems -- Pullout Performance of Geogrids with Different Junction Strength -- A Best-Fit Rigid Pavement Back-Calculation Algorithm Using Site-Specific Deflections -- Laboratory and Field Measured Moduli of Unsurfaced Pavements on Weak Subgrade -- Performance Verification of a Geogrid Mechanically Stabilized Layer Flexible Pavement Design As Part of the La Media Road Widening Project -- Forward Calculation of Subgrade Modulus Using Falling Weight Deflectometer Time Histories and Wave Propagation Theory -- Properties of Subgrade and Construction Techniques of Mobei Expressway -- Influence of Fines Content on Unbound Granular Base Materials (UGB) under Cyclic Axial and Radial Stress
- Resilient Moduli Behavior of Lime-Cement Treated Subgrade Soils -- Evaluation of the MEPDG Permanent Deformation Models in Louisiana Conditions -- Effects of Subgrade Resilient Modulus and Climate Inputs on MEPDG -- Incorporating Stochastic Evaluation in the Estimation of Soil Resilient Modulus -- Structural Contribution of Geogrid Reinforcement in Pavement -- Hydraulic Properties of Recycled Asphalt Pavement and Recycled Concrete Aggregate -- Effect of Compaction Method on Mechanical Behavior of Graded Aggregate Base Materials -- Local Sensitivity of Mechanistic-Empirical Flexible Pavement Performance Predictions to Unbound Material Property Inputs -- Impact of Bio-Fuel Co-Product Modified Subgrade on Flexible Pavement Performance -- Strength Behaviour of Reinforced Soil-Aggregate Systems under Repeated and Cyclic Loading -- Assessment of Influence of Soil Properties on Subgrade Stiffness Using the Long Term Pavement Performance Data -- Recycled Clay Masonry and Recycled Concrete Aggregate Blends in Pavement -- Applicability of Coal Ashes to Be Used for Stabilized Pavements Base -- Kansas Experience with Stiffness-Based Quality Control/Quality Assurance Specifications for Compaction of Highway Embankments -- A Large Test Box Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases over Weak Subgrade under Cyclic Loading -- Spectroscopic Evaluation of Recycled Asphalt Pavement Materials -- Laboratory Performance Characterization of Pavements Incorporating Recycled Materials -- Laboratory Evaluation of Foamed Asphalt Stabilized Base Materials -- Investigation of Foamed Warm Mix Asphalt Performance Using the MEPDG -- Evaluation of Recycled Asphalt Pavement Materials from Ultra-Thin Bonded Bituminous Surface -- Performance Improvement of Railway Ballast Using Shock Mats and Synthetic Grids -- Evaluation of Superpave Mixtures with High RAP Content -- The Use of Recycled Glass for the Construction of Pavements -- Estimation of Probabilistic Seismic Hazard and Site Specific Ground Motions for Two Ports in Gujarat -- Numerical Insights into Liquefaction-Induced Building Settlement -- Liquefaction of Dense Sand under Earthquake Loading -- A Framework for Performance-Based Earthquake Engineering of Bridge-Abutment Systems -- Design of Extended Pile Shafts for Liquefaction Effects -- Geotechnical Aspects of the Mw 6.2 2011 Christchurch, New Zealand, Earthquake -- SASSI Analytical Methods Compared with SHAKE Results -- Development of Seismic Design Approach for Freestanding Freight Railroad Embankment Comprised of Lightweight Cellular Concrete -- DEM Simulations of the Seismic Response of Soil-Foundation-Structure Systems -- Measurement of Residual Strength of Liquefied Soil in Centrifuge Models -- Effects of Ground Motion Characteristics on Seismic Response of Rocking-Foundation Bridges -- Centrifuge Testing of Rocking Foundations on Saturated Sand and Unconnected Piles : The Fluid Response -- A Comparison of SPT-Based Empirical Liquefaction Triggering Procedures for Soils at Significant Depths (+20 m) -- Evaluation of p-y Curves Used in Practice for Seismic Analysis of Soil-Pile Interaction -- Site Response Analysis in Transportation Engineering Practice A TRB Survey -- Site Response Analysis of Liquefying Sites -- Seismic Interference Effect of Two Nearby Horizontal Strip Anchors -- Three-Dimensional Analysis of Underground Tunnels in Liquefiable Soil Subject to Earthquake Loading -- Assessment of Liquefaction Potential of Pond Ash at Panipat in India Using SHAKE2000 -- Seismic Response of CDSM Improved Soft Clay Sites Supporting Single Piles -- Constructive and Destructive Footing-Soil-Footing Interaction for Vertically Vibrating Footings -- Assessment of Liquefaction Potential of Alluvial Soil of Indo-Gangetic Interfluves, Northern India -- Local Site Effects on Seismic Ground Response of Dubai-Sharjah Metropolitan Area -- Seismic Performances of Slurry Walls -- Site Specific Ground Response Study of Deep Indo-Gangetic Basin Using Representative Regional Ground Motions -- Seismic Cone Penetration Test Assessment of Vibratory Probe Compaction for Liquefaction Mitigation -- Effect of Discrete Columns on Shear Stress Distribution in Liquefiable Soil
- Mathematical Modeling of Electrically Assisted Hydrocarbon Transport in Porous Media -- Physical Modeling of Soil-Infilled Discontinuities -- Global Continuous-Local Discontinuous Approach for the Analysis of Shallow Underground Caverns in Soft and Discontinuous Rock -- Thermo-Mechanical Damage in Porous Rocks : Theoretical Framework and Modeling Considerations -- Pore Directivity of Soils Subjected to Shearing : Numerical Simulation and Image Processing -- Finite Element Computations of Yield Vertex Non-Coaxial Models -- Electrical Conduction of Granular Media : Experimental and Numerical Studies -- Fracture Cluster Modeling for Groundwater Inflow Prediction into Rock Tunnels Using Geostatistics -- 3 Dimensional Stability Assessment of Jointed Rock Slopes Using Distinct Element Modelling -- Macro- and Micro-Scale Effects of Pluviation Based Sample Preparation in DEM -- Centrifuge Modeling to Support the Design of Subsea Pipelines -- Measured versus Predicted Side Resistance of Drilled Shafts in a Heterogeneous Soil Profile
- Settlement of Piles Founded in Spatially Variable Soils -- Effect of Uncertain Spatial Variability of Soils on Nonlinear Seismic Site Response Analysis -- Probabilistic Model for Overall Shear Strengths of Spatially Variable Soil Masses -- Effect of Spatial Variability on Probability-Based Design of Excavations against Basal-Heave -- Event Tree and Fault Tree Analysis in Tunneling with Imprecise Probabilities -- Evaluation of Soil Variability Influence on Deep Excavation Analysis Simplified Approach -- Development of Geospatial Analysis Method to Detect Outlying Data Points
- An Investigation of Three Probabilistic Approaches for Levee Underseepage Analysis -- Impact of Spatial Variability on the Design of Drilled Shafts in Weak Carbonate Rocks -- Influence of Soil Spatial Variability and Stochastic Ground-Motion on the Dynamic Behavior of a Slope -- Impact of Variability in Soil Parameter on Culvert Load Rating -- Examination of Multivariate Dependency Structure in Soil Parameters -- Effect of Distance and Direction on Ground Surface Vibrations Generated by Array Blasting : A Numerical Study -- Evaluation of Bearing Capacity of Shallow Foundations Using Random Field Theory in Comparison to Classic Methods -- Ultra-High Resolution Four Dimensional Geodetic Imaging of Engineered Structures for Stability Assessment -- Monitoring of a Creeping Landslide in California Using Spaceborne Radar Interferometry -- Applications of DInSAR for Measuring Mine-Induced Subsidence and Constraining Ground Deformation Model -- Mapping Surface Vesicles of a Cylindrical Basalt Specimen Using Laser Scanning -- Lidar-Based Rock-Fall Hazard Characterization of Cliffs -- 3-D Stratigraphy and Root Geometry from Trench and Ground-Based LiDAR Mapping -- Satellite Imaging of Earthquake Geotechnical Highway Damage -- Movement and Erosion Quantification of the Johnson Creek, Oregon, Landslide through 3D Laser Scanning -- Slope Stability Monitoring Using Remote Sensing Techniques -- Earthquake Damage Assessment Using Objective Image Segmentation : A Case Study of 2010 Haiti Earthquake -- Reconnaissance-Level Laser Scan of Highway Surface Revealed Slight Depression above Buried Pipeline -- Real Time Global Subsurface Monitoring Using New Application of Wireless Signal Networks, Proof of Concept -- Real-Time Health Monitoring System for Power Tunnel -- Observational Method Using Real Time Surface Settlement Monitoring : The South Toulon Tunnel Project -- Tunneling Effects on Pile Group Response in Bangkok -- Maximizing the Benefits of Real Time Monitoring of Geotechnical Construction -- Instrumentation for Tunneling Applications for Block 37 Development in Chicago -- Truly Distributed Measurement of Impact Strains in Clay by Use of Embedded BOTDA/R Fiber Optic Sensors -- Stiffness Monitoring during Vibratory Compaction of Foundation Soil for Venice Lagoon Restoration Project -- A Monitoring Information Management System for Tunnel Construction -- Identifying TBM Tunneling Defects through Recognition of Ground Settlement Patterns -- Thermal Modeling of a Mechanical Integrity Test Performed on an Underground Storage Cavern Well -- Sustainability and Resilience of Underground Urban Infrastructure : New Approaches to Metrics and Formalism -- Analysis of Face Stability of Shield Tunnel under Seepage Condition -- Engineering Geology and Site Characterization for State Route 710 Tunnel Technical Study-- Parameter Identification for Tunnels in Elastoplastic Ground Using a New Tunnel Convergence Model -- Modeling Uncertainty in Cutter Wear Prediction for Tunnel Boring Machines -- Design of Large-Span Caverns in Rock under Shallow Cover -- Analysis of Force Path Diagrams of Linear Cutting Machine Tests Regarding Geotechnical Parameters -- Seismic Response of Twin Tunnels in Weathered Rocks -- Geotechnical Challenges of Transbay Downtown Extension Mined Tunnel -- Numerical Analysis of Shaft and Tunnel Design Adjacent to Station Cavern -- Construction of a Large-Span Tunnel with Small Overburden in Soft Rocks -- Economical Benefits of Rock Joint Testing -- The Influence of Crack Roughness on the Compression and Shear Strengths of Brittle Fissured Materials -- Advanced Geological Detection for Tunneling in Karst Area -- Anisotropic Dilatant Behavior of Rock Fractures -- Poroelastoplastic Modeling of Borehole Stability -- Dewatering at Crane Valley Dam -- Characterization and Treatment of Mélange and Sandstone Foundation at Calaveras Dam -- A Comparative Study of Soluble Sulfate Measurement Techniques -- Electronic Nose Combined with Membrane Interface Probe for Detection of VOCs in Water
- Voltammetric Detection of Cadmium in Groundwater -- Determination of Moisture Content and Unit Weight of Clayey Soil Using Resistivity Imaging (RI) -- The Effect of Turbidity on Raman Spectroscopic Analysis of Aqueous Chlorinated Samples -- Membrane Behavior of Engineered Clay Barriers for Geoenvironmental Containment : State of the Art -- Long Term In Situ Measurements of the Volumetric Water Content in a Soil-Bentonite Slurry Trench Cutoff Wall -- Determination of Key Hydraulic Characteristics of the Vertical Bentonite Barrier As an Old Sanitary Landfill Containment -- Assessment of Heavy Metals Retention in GCLs by Column and Batch Tests -- Water Balance of an Earth Fill Built of Slightly Contaminated Organic Clay -- Centrifuge Model Studies on the Behaviour of Composite Covers of Landfills Subjected to Differential Settlements -- Experimental and Numerical Evaluation of Liquid Injection Using Horizontal Trench System for Bioreactor Landfills -- Centrifuge Testing of Unsaturated Hydraulic Properties of Municipal Solid Waste -- Unsaturated Hydraulic Conductivity Behavior of Bagasse Ash Treated Tropical Black Clay -- Experimental Studies of GCL Hydration from Subsoil -- Centrifuge Modeling of LNAPL Migration with a Soil-Cement Barrier in Case of Flow and No-Flow Conditions -- Permeable Reactive Barrier (PRB) Technology -- An Innovative Solution for the Remediation of Acidic Groundwater from Acid Sulphate Soil (ASS) Terrain -- The Importance of Hydrogeologic Characterization and Analysis to Avoid Off-Site Impacts in Highway Construction -- Hydrogeological and Engineering Geological Significance of Fault Debris Fractal Dimension -- Case Study Puerto Rico Test Site for Exploring Contamination Threats -- Remediation of a Former MGP Site in Norwich, New York : A Case Study -- Bank Stabilization at Geyserville Bridge Site Using Re-Directive and Bioengineering Measures -- Unique Design and Quality Control of Cement Deep Soil Mixing for Water Cutoff : BART Warm Springs Extension (WSX) Project, Fremont, CA -- Hydraulic Conductivity of Environmentally Controlled Landfill Liner Test Pad -- Field Evaluation of Permeable Blanket for Leachate Recirculation -- Performance of Horizontal Gas Collection System in an ELR Landfill -- Characterization, Risk Assessment, and Remediation Scenario at a Closed Contaminated Industrial Site -- Construction of MSE Walls at St. Anthony Falls (I-35W) Bridge -- Viability of Recycled and Waste Materials As Green Roof Substrates -- Utilization of Mine Tailings As Road Base Material -- Potential Use of Recycled Crushed Concrete-Recycled Crushed Glass Blends in Pavement Subbase Applications -- Evaluation of Fly Ash and Soil Mixtures for Use in Highway Embankments -- Sustainable Use of Low Lime Fly Ashes in Geotechnical and Geoenvironmental Applications -- Recycled Portland Cement Concrete Pavement Modulus Evaluation Using Surface Waves -- Soil Modification with Shredded Rubber Tires -- Volumetric and Mechanistic Characteristics of Asphalt Mixes Containing Recycled Asphalt Pavement -- Mechanistic Evaluation of Recovered Materials from Recycled Asphalt Pavement -- pH-Dependent Leaching of Trace Elements from Recycled Concrete Aggregate -- Numerical Modeling for Remedial Measures of Shallow Slope Failure Using Recycled Plastic Pins -- Durability Characteristics of Sustainable Pervious Pavement Materials -- Manganese and Chromium Leaching from High Carbon Fly Ash Amended Embankments -- Testing Framework Development for Use of CCPs in Large-Volume Applications -- Experimental Evaluation of Lime Sludge Performance in Subgrade Stabilization -- Centrifuge Model Tests on Rail Embankments Constructed with Coal Ash As a Structural Fill Material -- Shear Strength and Permeability of Granite Residual Soil Contaminated with Urban Solid Waste Leachate -- Solidification/Stabilization of Hospital Solid Waste Incinerator Ash for Utilization in Geotechnical Construction -- Comparative Analysis between Properties of Steel Slag, Fly Ash, and Clay Bricks -- Characterization of Compacted Coal Wash As Structural Fill Material -- Strength Consideration in the Use of Lateritic Soil Stabilized with Fly Ash As Liners and Covers in Waste Landfills -- Use of Bottom Ash In Lieu of Sand As Filter in Ash Dyke Embankment -- Cement Kiln Dust Stabilization of Reclaimed Asphalt Pavement -- Rice Husk Ash Stabilization of Reclaimed Asphalt Pavement Using Cement As Additive -- Use of Fly-Ash and Sewage Sludge and Bioengineering As the Erosion Control Elements on Sanitary Landfill Slopes -- Experimental Study on Application of Industrial Waste in Landfill Liner
- Stabilization of Clayey Soils Using Fly Ash and Homopolymerpolypropylene -- Scale Effects on As and Cr Mobility and Immobilization in Contaminated Soils -- Effect of Temperature on the Heavy Metal Retention Characteristics of Semi-Arid Soils of Saudi Arabia -- Reduction of Chromium(VI) in Saturated Zone Sediments by Calcium Polysulfide and Nanoscale Zerovalent Iron Derived from Green Tea Extract -- Hazardous Metal Stabilization through Thermal Reactions with Clay Materials -- The Use of Natural Zeolites As a Sorbent for Treatment of Dissolved Heavy Metals in Stormwater Runoff -- Immobilization of Sb(III) and Sb(V) Using Steel Slag Fines -- Use of Citric Acid Industrial Wastewater to Enhance Electrochemical Remediation of Cadmium-Contaminated Natural Clay -- Waste for Waste : A New Management Approach in Deteriorated Soil Remediation -- Effect of Acid Rain on Chemical and Hydraulic Properties of Cement Solidified/Stabilized Lead Contaminated Marine Soft Clay -- Electrochemical Reduction of Selenate Using Reactive Anode -- Metals Immobilization and Removal Rates of Se(IV) and Se(VI) by Steel Slag Fines Media -- Compression Behavior of Zinc Contaminated Clayey Soils Solidified with Cement -- Improvement of Sediment-Water Quality by Resuspension -- Experimental Study on Electro-Osmotic Consolidation of Expansive Soils -- A Strain-Based Model to Screen for Residual Pore Pressures in Sediment Caps -- Effect of Sand Column Inclusions on the Drained Response of Soft Clays -- Electrically Assisted Recovery of Immiscible Hydrocarbon Liquids from Clay Formations -- Electrically Induced Transport of Immiscible Hydrocarbons in Clay Soil -- Consolidation Properties of NAPL Contaminated Sediments -- Mine Paste Backfill The Behaviour of Thickened Tailings and Pipeline Design -- Paste and Thickened Tailings : Has the Promise Been Fulfilled? -- Development of an Impoundment Inspection and Verification Tool -- Incorporating EAP Tabletop Exercises with Crisis Management Planning for Coal Waste Impoundment Management -- Environmental Risk Assessment of Red Mud Contaminated Land in Hungary -- The Use of Waste Rock Inclusions to Improve the Seismic Stability of Tailings Impoundments -- Settlement Analysis of MSW Based on Constitutive Modeling Approach -- Evaluation of Waste Compressibility Due to Preloading at the Fresh Kills Landfill -- Use of Settlement Profilers in a Full-Scale Bioreactor Landfill -- The City of Calgary Biocell Landfill : Data Collection and Settlement Predictions Using a Multiphase Model -- Recent Findings on Compressibility of Municipal Solid Waste -- Settlement Behavior of Bioreactor Landfills in North America -- Settlement Monitoring Program for a Proposed Multipurpose Site Development -- Settlement Due to Anaerobic Biodegradation from Laboratory Landfill Simulators -- A Quantitative Sustainability Indicator System for Pile Foundations -- Load Bearing Capacity of Footing Resting on the Fly Ash Slope with Multilayer Reinforcements -- Feasibility Study of Compressed Air Energy Storage Using Steel Pipe Piles -- Sustainable Reutilization of Excavated Trench Material -- Fragility Analysis of Nondisplacement Piles in Sand -- Calculations of Axial Pile Capacity under Sustained Cyclic Loading for Offshore Wind Turbine Foundations -- Sustainable Utility Placement for University Campuses -- Carbon Footprint Evaluation of Clay Liner Options at a Coal Combustion Residual Disposal Facility -- Effect of Decomposition on the Compressibility of Fibrous Peat -- A Method for Dynamic Risk Assessment of the Operating Power Tunnel -- Green Remediation of Soil and Groundwater by Electrochemical Methods -- Shear Strength of Water-Repellent Hydrophobic Granular Media -- Comparison of Laboratory Methods for Measuring Thermal Conductivity of Unsaturated Soils -- Strain Distributions in Centrifuge Model Energy Foundations -- Efficiency of a Community-Scale Borehole Thermal Energy Storage Technique for Solar Thermal Energy -- Field and Laboratory Investigation of a Heat Exchanger Pile -- Coupled Thermo-Poro-Mechanical Finite Element Analysis of an Energy Foundation Centrifuge Experiment in Saturated Silt -- Impact of Shear-Induced Anisotropy on the Thermal Conductivity of Granular Soils -- Impact of Moisture Migration on Thermal Resistivity Testing in Unsaturated Soil -- Thermal Conductivity Testing of Energy Piles : Field Testing and Numerical Modeling -- Preparation of Polymer Coated Sands with Reversible Wettability Triggered by Temperature -- Frost-Induced Heaving of Soil around a Culvert -- Evaluation of Thermal Soil-Structure Interaction in Energy Foundations Using an Impulse-Response Test -- Impact of the Rate of Heating on the Thermal Consolidation of Saturated Silt -- Stress-Dependent Thermal Conductivity Evolution of Granular Materials -- Thermal Resistivity and Moisture Migration of Soil and Cable Trench Backfill
- Label
- GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California
- Title
- GeoCongress 2012
- Title remainder
- state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California
- Statement of responsibility
- sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
- Title variation
- State of the art and practice in geotechnical engineering
- Language
- eng
- Cataloging source
- GZM
- Illustrations
- illustrations
- Index
- no index present
- LC call number
- TA703.5
- LC item number
- .G414 2012eb
- Literary form
- non fiction
- http://bibfra.me/vocab/lite/meetingDate
- 2012
- http://bibfra.me/vocab/lite/meetingName
- Geo-Congress
- Nature of contents
-
- dictionaries
- bibliography
- http://library.link/vocab/relatedWorkOrContributorName
-
- Hryciw, Roman D
- Athanasopoulos-Zekkos, Adda
- Yesiller, Nazli
- American Society of Civil Engineers
- Series statement
- Geotechnical special publication
- Series volume
- no. 225
- http://library.link/vocab/subjectName
-
- Engineering geology
- Environmental geotechnology
- Earthwork
- Earthwork
- Engineering geology
- Environmental geotechnology
- Label
- GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
- Bibliography note
- Includes bibliographical references
- Carrier category
- online resource
- Carrier category code
-
- cr
- Carrier MARC source
- rdacarrier
- Content category
- text
- Content type code
-
- txt
- Content type MARC source
- rdacontent
- Contents
-
- Friction Effects on Lateral Loading Behavior of Rigid Piles -- Application of Monte Carlo Simulation to Laterally Loaded Piles -- Evaluation of AASHTO Load Factor and Resistance Design Methods for Benchmarked Braced Excavations -- Resistance Factors for MSE Wall Sliding and Overturning Checks -- Determination of Shaft and Base Resistance Factors for Drilled Shaft Embedded in Rock in Korea -- Foundations for the Bridge at Pitkins Curve -- Soil Shear Strength Enhancements from Plant Root Templated Georeinforcements -- The Behaviour of Embankment Soil with Time -- Cracks in slopes : Limit Analysis Approach to Stability Assessment -- Excavation Difficulties in a Stiff Fissured Clay and a Reinforced Earth Wall Solution -- Backfill Stress and Strain Information within a Centrifuge Geosynthetic-Reinforced Slope Model under Working Stress and Large Soil Strain Conditions -- Experimental Modeling of Rainfall and Seismic Activities as Landslide Triggers
- Application of GIS Tools for Three-Dimensional Slope Stability Analysis of Pre-Existing Landslides -- Design of 300 m High Artificial Mountain Using Geosynthetics -- Perennial Infiltration-Induced Instability of Interstate 70 Embankment West of the Eisenhower/Johnson Memorial Tunnels -- Investigation of the Design criteria for the Analysis of I-Wall in New Orleans, Louisiana for Flood Side Gap Condition -- Field Monitoring of Volcanic Slope Subjected to Freezing and Thawing and Its Evaluation -- The Deformation Behavior of Muratli Asphalt Faced Rockfill Dam -- Presentation of Critical Failure Surface of Slopes Based on the Finite Element Technique -- Investigation of White Bluffs Landslides in Washington State -- Simulation of Earthquake-Induced Slope Deformation Using SPH Method -- New Numerical Scheme in Finite Element Method for the Effective Evaluation of the Vegetation Effects on Slope Stability Modeling -- Scale Effect on Strength and Failure Modes of Open Pit Cut Slope of Wardha Valley Coalfield in India -- Monitoring and Analysis of High Fill Embankment Settlements -- Emerging Trends in Ground Improvement Techniques -- Steady State Seepage Pore Water Pressures' Influence in the Slope Stability Analysis of Levees -- A New Approach for Pseudostatic Analysis of Critical Line Segment Slip Surface in Earth Slopes -- Investigations of Stability Improvements for Submerged Berm on Soft Clay in South Louisiana -- Investigation of Geohazard Potential of Highway Embankment Slopes on Expansive Clay by Using Geophysical Methods -- Performance of 2V:1H Slopes with and without Soil-Nails Subjected to Seepage : Centrifuge Study -- Case Studies in Landslide Repair along Coastal and Riparian Areas -- Numerical Modeling of Liquefaction-Induced Slope Movements -- Shear Strength Characterization and Back Analysis for a Landslide Complex -- A New Concept of Residual-State Creep Test to Understand the Creeping Behavior of Clayey Soils -- Effects of Scouring on Performance of Caisson Foundation -- Biological Mechanisms of Piping Erosion Reduction of Organic Soils -- Validation of Erosion Modeling : Physical and Numerical -- Finite Element Analysis of Rapidly Deployable Armoring System to Mitigate Levee Erosion During Overtopping -- An Innovative Approach to Reuse and Retain Dredged Sediment for Erosion Control Using Geotextile Containers in Ecosystem Restoration -- Multiscale Modeling of Flood-Induced Scour in a Particle Bed -- FE Simulation of Deep Excavations in Sensitive Soft Clays -- Use of Modeling and Instrumentation during Construction of the University Link I-5 Undercrossing -- Research and Design on Top-Down Method for Large Scale Podium Basement Excavation of Shanghai Tower -- Deep Portal Shafts for the Brightwater Tunnels : Geotechnical Design Considerations and Construction Experience -- Decision Process for Selection of Retaining Structure for an Excavation in Soft Clay -- On Some of the Factors Influencing the Fines' Role on Liquefaction of Silty Sands -- New Density Normalization Approach for Evaluation of the Cyclic Resistance of Silts -- Residual Strength of Unsaturated Soils Using a Fully Servo/Suction-Controlled Ring Shear Apparatus -- Static Liquefaction and "Reverse" Behavior of Silty Sand -- Seismic Compression Behavior of Sands with Fines of Low Plasticity -- Cyclic Instability Behaviour of Coal Ash -- A Rate Dependent Constitutive Model for Clay -- Characterization and Modeling of a Reconstituted Offshore Silty-Clay -- Collapse "Sensitivity" of Midcontinent and Lower Mississippi Valley Loess -- Shear Wave Velocity of Weakly Cemented Silty Sand During Drained and Undrained Triaxial Compression -- Seismic Evaluation of a Pile Foundation in Sloping Silt River Bank -- Monitoring the Impact of Sulfate Attack on a Cement-Clay Mix -- Accelerated Testing of Cement Treated Singapore Marine Clay Cured under Elevated Temperature -- Development of a deep mixing model system on centrifuge platform -- Finite Element Analysis of Consolidation Behavior of Composite Soft Ground -- Soil Stabilisation Using Sustainable Industrial By-Product Binders and Alkali Activation -- Measurement of Cementitiously Stabilized Soil Slurry Thermal Profiles
- The Adjunct Professor's Role in Geotechnical Engineering Education : A Bridge between the Classroom and the Workplace -- A Review of Shear Stress Sign Convention in Interpreting Mohr's Circle Using the Pole of Planes Method -- Undergraduate Geotechnical Lesson Modules Based on New Orleans Levee Failures -- Service-Learning Design Projects to Enhance Geotechnical Engineering Education -- Geotechnical Engineering Education in the IT Era -- The Use of Vertical Columns in Combination with Geocell Stabilized Load Transfer Platforms for the Construction of Roadways over Soft Soils -- Monitoring Performance of Geosynthetic-Reinforced and Lime-Treated Low-Volume Roads under Traffic Loading and Environmental Conditions -- Relevancy of Material Properties in Predicting the Performance of Geogrid-Stabilized Roadways -- Effect of Geosynthetic Reinforcement Creep on the Long Term Performance of an Embankment -- Studies on the Performance of Geogrid Reinforced Soil Walls with Compressible Inclusion -- Assessment of QC/QA Technologies for Evaluating Properties and Performance of Geosynthetics in Roadway Systems -- Pullout Performance of Geogrids with Different Junction Strength -- A Best-Fit Rigid Pavement Back-Calculation Algorithm Using Site-Specific Deflections -- Laboratory and Field Measured Moduli of Unsurfaced Pavements on Weak Subgrade -- Performance Verification of a Geogrid Mechanically Stabilized Layer Flexible Pavement Design As Part of the La Media Road Widening Project -- Forward Calculation of Subgrade Modulus Using Falling Weight Deflectometer Time Histories and Wave Propagation Theory -- Properties of Subgrade and Construction Techniques of Mobei Expressway -- Influence of Fines Content on Unbound Granular Base Materials (UGB) under Cyclic Axial and Radial Stress
- Resilient Moduli Behavior of Lime-Cement Treated Subgrade Soils -- Evaluation of the MEPDG Permanent Deformation Models in Louisiana Conditions -- Effects of Subgrade Resilient Modulus and Climate Inputs on MEPDG -- Incorporating Stochastic Evaluation in the Estimation of Soil Resilient Modulus -- Structural Contribution of Geogrid Reinforcement in Pavement -- Hydraulic Properties of Recycled Asphalt Pavement and Recycled Concrete Aggregate -- Effect of Compaction Method on Mechanical Behavior of Graded Aggregate Base Materials -- Local Sensitivity of Mechanistic-Empirical Flexible Pavement Performance Predictions to Unbound Material Property Inputs -- Impact of Bio-Fuel Co-Product Modified Subgrade on Flexible Pavement Performance -- Strength Behaviour of Reinforced Soil-Aggregate Systems under Repeated and Cyclic Loading -- Assessment of Influence of Soil Properties on Subgrade Stiffness Using the Long Term Pavement Performance Data -- Recycled Clay Masonry and Recycled Concrete Aggregate Blends in Pavement -- Applicability of Coal Ashes to Be Used for Stabilized Pavements Base -- Kansas Experience with Stiffness-Based Quality Control/Quality Assurance Specifications for Compaction of Highway Embankments -- A Large Test Box Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases over Weak Subgrade under Cyclic Loading -- Spectroscopic Evaluation of Recycled Asphalt Pavement Materials -- Laboratory Performance Characterization of Pavements Incorporating Recycled Materials -- Laboratory Evaluation of Foamed Asphalt Stabilized Base Materials -- Investigation of Foamed Warm Mix Asphalt Performance Using the MEPDG -- Evaluation of Recycled Asphalt Pavement Materials from Ultra-Thin Bonded Bituminous Surface -- Performance Improvement of Railway Ballast Using Shock Mats and Synthetic Grids -- Evaluation of Superpave Mixtures with High RAP Content -- The Use of Recycled Glass for the Construction of Pavements -- Estimation of Probabilistic Seismic Hazard and Site Specific Ground Motions for Two Ports in Gujarat -- Numerical Insights into Liquefaction-Induced Building Settlement -- Liquefaction of Dense Sand under Earthquake Loading -- A Framework for Performance-Based Earthquake Engineering of Bridge-Abutment Systems -- Design of Extended Pile Shafts for Liquefaction Effects -- Geotechnical Aspects of the Mw 6.2 2011 Christchurch, New Zealand, Earthquake -- SASSI Analytical Methods Compared with SHAKE Results -- Development of Seismic Design Approach for Freestanding Freight Railroad Embankment Comprised of Lightweight Cellular Concrete -- DEM Simulations of the Seismic Response of Soil-Foundation-Structure Systems -- Measurement of Residual Strength of Liquefied Soil in Centrifuge Models -- Effects of Ground Motion Characteristics on Seismic Response of Rocking-Foundation Bridges -- Centrifuge Testing of Rocking Foundations on Saturated Sand and Unconnected Piles : The Fluid Response -- A Comparison of SPT-Based Empirical Liquefaction Triggering Procedures for Soils at Significant Depths (+20 m) -- Evaluation of p-y Curves Used in Practice for Seismic Analysis of Soil-Pile Interaction -- Site Response Analysis in Transportation Engineering Practice A TRB Survey -- Site Response Analysis of Liquefying Sites -- Seismic Interference Effect of Two Nearby Horizontal Strip Anchors -- Three-Dimensional Analysis of Underground Tunnels in Liquefiable Soil Subject to Earthquake Loading -- Assessment of Liquefaction Potential of Pond Ash at Panipat in India Using SHAKE2000 -- Seismic Response of CDSM Improved Soft Clay Sites Supporting Single Piles -- Constructive and Destructive Footing-Soil-Footing Interaction for Vertically Vibrating Footings -- Assessment of Liquefaction Potential of Alluvial Soil of Indo-Gangetic Interfluves, Northern India -- Local Site Effects on Seismic Ground Response of Dubai-Sharjah Metropolitan Area -- Seismic Performances of Slurry Walls -- Site Specific Ground Response Study of Deep Indo-Gangetic Basin Using Representative Regional Ground Motions -- Seismic Cone Penetration Test Assessment of Vibratory Probe Compaction for Liquefaction Mitigation -- Effect of Discrete Columns on Shear Stress Distribution in Liquefiable Soil
- Mathematical Modeling of Electrically Assisted Hydrocarbon Transport in Porous Media -- Physical Modeling of Soil-Infilled Discontinuities -- Global Continuous-Local Discontinuous Approach for the Analysis of Shallow Underground Caverns in Soft and Discontinuous Rock -- Thermo-Mechanical Damage in Porous Rocks : Theoretical Framework and Modeling Considerations -- Pore Directivity of Soils Subjected to Shearing : Numerical Simulation and Image Processing -- Finite Element Computations of Yield Vertex Non-Coaxial Models -- Electrical Conduction of Granular Media : Experimental and Numerical Studies -- Fracture Cluster Modeling for Groundwater Inflow Prediction into Rock Tunnels Using Geostatistics -- 3 Dimensional Stability Assessment of Jointed Rock Slopes Using Distinct Element Modelling -- Macro- and Micro-Scale Effects of Pluviation Based Sample Preparation in DEM -- Centrifuge Modeling to Support the Design of Subsea Pipelines -- Measured versus Predicted Side Resistance of Drilled Shafts in a Heterogeneous Soil Profile
- Settlement of Piles Founded in Spatially Variable Soils -- Effect of Uncertain Spatial Variability of Soils on Nonlinear Seismic Site Response Analysis -- Probabilistic Model for Overall Shear Strengths of Spatially Variable Soil Masses -- Effect of Spatial Variability on Probability-Based Design of Excavations against Basal-Heave -- Event Tree and Fault Tree Analysis in Tunneling with Imprecise Probabilities -- Evaluation of Soil Variability Influence on Deep Excavation Analysis Simplified Approach -- Development of Geospatial Analysis Method to Detect Outlying Data Points
- An Investigation of Three Probabilistic Approaches for Levee Underseepage Analysis -- Impact of Spatial Variability on the Design of Drilled Shafts in Weak Carbonate Rocks -- Influence of Soil Spatial Variability and Stochastic Ground-Motion on the Dynamic Behavior of a Slope -- Impact of Variability in Soil Parameter on Culvert Load Rating -- Examination of Multivariate Dependency Structure in Soil Parameters -- Effect of Distance and Direction on Ground Surface Vibrations Generated by Array Blasting : A Numerical Study -- Evaluation of Bearing Capacity of Shallow Foundations Using Random Field Theory in Comparison to Classic Methods -- Ultra-High Resolution Four Dimensional Geodetic Imaging of Engineered Structures for Stability Assessment -- Monitoring of a Creeping Landslide in California Using Spaceborne Radar Interferometry -- Applications of DInSAR for Measuring Mine-Induced Subsidence and Constraining Ground Deformation Model -- Mapping Surface Vesicles of a Cylindrical Basalt Specimen Using Laser Scanning -- Lidar-Based Rock-Fall Hazard Characterization of Cliffs -- 3-D Stratigraphy and Root Geometry from Trench and Ground-Based LiDAR Mapping -- Satellite Imaging of Earthquake Geotechnical Highway Damage -- Movement and Erosion Quantification of the Johnson Creek, Oregon, Landslide through 3D Laser Scanning -- Slope Stability Monitoring Using Remote Sensing Techniques -- Earthquake Damage Assessment Using Objective Image Segmentation : A Case Study of 2010 Haiti Earthquake -- Reconnaissance-Level Laser Scan of Highway Surface Revealed Slight Depression above Buried Pipeline -- Real Time Global Subsurface Monitoring Using New Application of Wireless Signal Networks, Proof of Concept -- Real-Time Health Monitoring System for Power Tunnel -- Observational Method Using Real Time Surface Settlement Monitoring : The South Toulon Tunnel Project -- Tunneling Effects on Pile Group Response in Bangkok -- Maximizing the Benefits of Real Time Monitoring of Geotechnical Construction -- Instrumentation for Tunneling Applications for Block 37 Development in Chicago -- Truly Distributed Measurement of Impact Strains in Clay by Use of Embedded BOTDA/R Fiber Optic Sensors -- Stiffness Monitoring during Vibratory Compaction of Foundation Soil for Venice Lagoon Restoration Project -- A Monitoring Information Management System for Tunnel Construction -- Identifying TBM Tunneling Defects through Recognition of Ground Settlement Patterns -- Thermal Modeling of a Mechanical Integrity Test Performed on an Underground Storage Cavern Well -- Sustainability and Resilience of Underground Urban Infrastructure : New Approaches to Metrics and Formalism -- Analysis of Face Stability of Shield Tunnel under Seepage Condition -- Engineering Geology and Site Characterization for State Route 710 Tunnel Technical Study-- Parameter Identification for Tunnels in Elastoplastic Ground Using a New Tunnel Convergence Model -- Modeling Uncertainty in Cutter Wear Prediction for Tunnel Boring Machines -- Design of Large-Span Caverns in Rock under Shallow Cover -- Analysis of Force Path Diagrams of Linear Cutting Machine Tests Regarding Geotechnical Parameters -- Seismic Response of Twin Tunnels in Weathered Rocks -- Geotechnical Challenges of Transbay Downtown Extension Mined Tunnel -- Numerical Analysis of Shaft and Tunnel Design Adjacent to Station Cavern -- Construction of a Large-Span Tunnel with Small Overburden in Soft Rocks -- Economical Benefits of Rock Joint Testing -- The Influence of Crack Roughness on the Compression and Shear Strengths of Brittle Fissured Materials -- Advanced Geological Detection for Tunneling in Karst Area -- Anisotropic Dilatant Behavior of Rock Fractures -- Poroelastoplastic Modeling of Borehole Stability -- Dewatering at Crane Valley Dam -- Characterization and Treatment of Mélange and Sandstone Foundation at Calaveras Dam -- A Comparative Study of Soluble Sulfate Measurement Techniques -- Electronic Nose Combined with Membrane Interface Probe for Detection of VOCs in Water
- Voltammetric Detection of Cadmium in Groundwater -- Determination of Moisture Content and Unit Weight of Clayey Soil Using Resistivity Imaging (RI) -- The Effect of Turbidity on Raman Spectroscopic Analysis of Aqueous Chlorinated Samples -- Membrane Behavior of Engineered Clay Barriers for Geoenvironmental Containment : State of the Art -- Long Term In Situ Measurements of the Volumetric Water Content in a Soil-Bentonite Slurry Trench Cutoff Wall -- Determination of Key Hydraulic Characteristics of the Vertical Bentonite Barrier As an Old Sanitary Landfill Containment -- Assessment of Heavy Metals Retention in GCLs by Column and Batch Tests -- Water Balance of an Earth Fill Built of Slightly Contaminated Organic Clay -- Centrifuge Model Studies on the Behaviour of Composite Covers of Landfills Subjected to Differential Settlements -- Experimental and Numerical Evaluation of Liquid Injection Using Horizontal Trench System for Bioreactor Landfills -- Centrifuge Testing of Unsaturated Hydraulic Properties of Municipal Solid Waste -- Unsaturated Hydraulic Conductivity Behavior of Bagasse Ash Treated Tropical Black Clay -- Experimental Studies of GCL Hydration from Subsoil -- Centrifuge Modeling of LNAPL Migration with a Soil-Cement Barrier in Case of Flow and No-Flow Conditions -- Permeable Reactive Barrier (PRB) Technology -- An Innovative Solution for the Remediation of Acidic Groundwater from Acid Sulphate Soil (ASS) Terrain -- The Importance of Hydrogeologic Characterization and Analysis to Avoid Off-Site Impacts in Highway Construction -- Hydrogeological and Engineering Geological Significance of Fault Debris Fractal Dimension -- Case Study Puerto Rico Test Site for Exploring Contamination Threats -- Remediation of a Former MGP Site in Norwich, New York : A Case Study -- Bank Stabilization at Geyserville Bridge Site Using Re-Directive and Bioengineering Measures -- Unique Design and Quality Control of Cement Deep Soil Mixing for Water Cutoff : BART Warm Springs Extension (WSX) Project, Fremont, CA -- Hydraulic Conductivity of Environmentally Controlled Landfill Liner Test Pad -- Field Evaluation of Permeable Blanket for Leachate Recirculation -- Performance of Horizontal Gas Collection System in an ELR Landfill -- Characterization, Risk Assessment, and Remediation Scenario at a Closed Contaminated Industrial Site -- Construction of MSE Walls at St. Anthony Falls (I-35W) Bridge -- Viability of Recycled and Waste Materials As Green Roof Substrates -- Utilization of Mine Tailings As Road Base Material -- Potential Use of Recycled Crushed Concrete-Recycled Crushed Glass Blends in Pavement Subbase Applications -- Evaluation of Fly Ash and Soil Mixtures for Use in Highway Embankments -- Sustainable Use of Low Lime Fly Ashes in Geotechnical and Geoenvironmental Applications -- Recycled Portland Cement Concrete Pavement Modulus Evaluation Using Surface Waves -- Soil Modification with Shredded Rubber Tires -- Volumetric and Mechanistic Characteristics of Asphalt Mixes Containing Recycled Asphalt Pavement -- Mechanistic Evaluation of Recovered Materials from Recycled Asphalt Pavement -- pH-Dependent Leaching of Trace Elements from Recycled Concrete Aggregate -- Numerical Modeling for Remedial Measures of Shallow Slope Failure Using Recycled Plastic Pins -- Durability Characteristics of Sustainable Pervious Pavement Materials -- Manganese and Chromium Leaching from High Carbon Fly Ash Amended Embankments -- Testing Framework Development for Use of CCPs in Large-Volume Applications -- Experimental Evaluation of Lime Sludge Performance in Subgrade Stabilization -- Centrifuge Model Tests on Rail Embankments Constructed with Coal Ash As a Structural Fill Material -- Shear Strength and Permeability of Granite Residual Soil Contaminated with Urban Solid Waste Leachate -- Solidification/Stabilization of Hospital Solid Waste Incinerator Ash for Utilization in Geotechnical Construction -- Comparative Analysis between Properties of Steel Slag, Fly Ash, and Clay Bricks -- Characterization of Compacted Coal Wash As Structural Fill Material -- Strength Consideration in the Use of Lateritic Soil Stabilized with Fly Ash As Liners and Covers in Waste Landfills -- Use of Bottom Ash In Lieu of Sand As Filter in Ash Dyke Embankment -- Cement Kiln Dust Stabilization of Reclaimed Asphalt Pavement -- Rice Husk Ash Stabilization of Reclaimed Asphalt Pavement Using Cement As Additive -- Use of Fly-Ash and Sewage Sludge and Bioengineering As the Erosion Control Elements on Sanitary Landfill Slopes -- Experimental Study on Application of Industrial Waste in Landfill Liner
- Stabilization of Clayey Soils Using Fly Ash and Homopolymerpolypropylene -- Scale Effects on As and Cr Mobility and Immobilization in Contaminated Soils -- Effect of Temperature on the Heavy Metal Retention Characteristics of Semi-Arid Soils of Saudi Arabia -- Reduction of Chromium(VI) in Saturated Zone Sediments by Calcium Polysulfide and Nanoscale Zerovalent Iron Derived from Green Tea Extract -- Hazardous Metal Stabilization through Thermal Reactions with Clay Materials -- The Use of Natural Zeolites As a Sorbent for Treatment of Dissolved Heavy Metals in Stormwater Runoff -- Immobilization of Sb(III) and Sb(V) Using Steel Slag Fines -- Use of Citric Acid Industrial Wastewater to Enhance Electrochemical Remediation of Cadmium-Contaminated Natural Clay -- Waste for Waste : A New Management Approach in Deteriorated Soil Remediation -- Effect of Acid Rain on Chemical and Hydraulic Properties of Cement Solidified/Stabilized Lead Contaminated Marine Soft Clay -- Electrochemical Reduction of Selenate Using Reactive Anode -- Metals Immobilization and Removal Rates of Se(IV) and Se(VI) by Steel Slag Fines Media -- Compression Behavior of Zinc Contaminated Clayey Soils Solidified with Cement -- Improvement of Sediment-Water Quality by Resuspension -- Experimental Study on Electro-Osmotic Consolidation of Expansive Soils -- A Strain-Based Model to Screen for Residual Pore Pressures in Sediment Caps -- Effect of Sand Column Inclusions on the Drained Response of Soft Clays -- Electrically Assisted Recovery of Immiscible Hydrocarbon Liquids from Clay Formations -- Electrically Induced Transport of Immiscible Hydrocarbons in Clay Soil -- Consolidation Properties of NAPL Contaminated Sediments -- Mine Paste Backfill The Behaviour of Thickened Tailings and Pipeline Design -- Paste and Thickened Tailings : Has the Promise Been Fulfilled? -- Development of an Impoundment Inspection and Verification Tool -- Incorporating EAP Tabletop Exercises with Crisis Management Planning for Coal Waste Impoundment Management -- Environmental Risk Assessment of Red Mud Contaminated Land in Hungary -- The Use of Waste Rock Inclusions to Improve the Seismic Stability of Tailings Impoundments -- Settlement Analysis of MSW Based on Constitutive Modeling Approach -- Evaluation of Waste Compressibility Due to Preloading at the Fresh Kills Landfill -- Use of Settlement Profilers in a Full-Scale Bioreactor Landfill -- The City of Calgary Biocell Landfill : Data Collection and Settlement Predictions Using a Multiphase Model -- Recent Findings on Compressibility of Municipal Solid Waste -- Settlement Behavior of Bioreactor Landfills in North America -- Settlement Monitoring Program for a Proposed Multipurpose Site Development -- Settlement Due to Anaerobic Biodegradation from Laboratory Landfill Simulators -- A Quantitative Sustainability Indicator System for Pile Foundations -- Load Bearing Capacity of Footing Resting on the Fly Ash Slope with Multilayer Reinforcements -- Feasibility Study of Compressed Air Energy Storage Using Steel Pipe Piles -- Sustainable Reutilization of Excavated Trench Material -- Fragility Analysis of Nondisplacement Piles in Sand -- Calculations of Axial Pile Capacity under Sustained Cyclic Loading for Offshore Wind Turbine Foundations -- Sustainable Utility Placement for University Campuses -- Carbon Footprint Evaluation of Clay Liner Options at a Coal Combustion Residual Disposal Facility -- Effect of Decomposition on the Compressibility of Fibrous Peat -- A Method for Dynamic Risk Assessment of the Operating Power Tunnel -- Green Remediation of Soil and Groundwater by Electrochemical Methods -- Shear Strength of Water-Repellent Hydrophobic Granular Media -- Comparison of Laboratory Methods for Measuring Thermal Conductivity of Unsaturated Soils -- Strain Distributions in Centrifuge Model Energy Foundations -- Efficiency of a Community-Scale Borehole Thermal Energy Storage Technique for Solar Thermal Energy -- Field and Laboratory Investigation of a Heat Exchanger Pile -- Coupled Thermo-Poro-Mechanical Finite Element Analysis of an Energy Foundation Centrifuge Experiment in Saturated Silt -- Impact of Shear-Induced Anisotropy on the Thermal Conductivity of Granular Soils -- Impact of Moisture Migration on Thermal Resistivity Testing in Unsaturated Soil -- Thermal Conductivity Testing of Energy Piles : Field Testing and Numerical Modeling -- Preparation of Polymer Coated Sands with Reversible Wettability Triggered by Temperature -- Frost-Induced Heaving of Soil around a Culvert -- Evaluation of Thermal Soil-Structure Interaction in Energy Foundations Using an Impulse-Response Test -- Impact of the Rate of Heating on the Thermal Consolidation of Saturated Silt -- Stress-Dependent Thermal Conductivity Evolution of Granular Materials -- Thermal Resistivity and Moisture Migration of Soil and Cable Trench Backfill
- Control code
- 798278568
- Dimensions
- unknown
- Extent
- 1 online resource (4504 pages).
- Form of item
- online
- Media category
- computer
- Media MARC source
- rdamedia
- Media type code
-
- c
- Specific material designation
- remote
- System control number
- (OCoLC)798278568
- Label
- GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
- Bibliography note
- Includes bibliographical references
- Carrier category
- online resource
- Carrier category code
-
- cr
- Carrier MARC source
- rdacarrier
- Content category
- text
- Content type code
-
- txt
- Content type MARC source
- rdacontent
- Contents
-
- Friction Effects on Lateral Loading Behavior of Rigid Piles -- Application of Monte Carlo Simulation to Laterally Loaded Piles -- Evaluation of AASHTO Load Factor and Resistance Design Methods for Benchmarked Braced Excavations -- Resistance Factors for MSE Wall Sliding and Overturning Checks -- Determination of Shaft and Base Resistance Factors for Drilled Shaft Embedded in Rock in Korea -- Foundations for the Bridge at Pitkins Curve -- Soil Shear Strength Enhancements from Plant Root Templated Georeinforcements -- The Behaviour of Embankment Soil with Time -- Cracks in slopes : Limit Analysis Approach to Stability Assessment -- Excavation Difficulties in a Stiff Fissured Clay and a Reinforced Earth Wall Solution -- Backfill Stress and Strain Information within a Centrifuge Geosynthetic-Reinforced Slope Model under Working Stress and Large Soil Strain Conditions -- Experimental Modeling of Rainfall and Seismic Activities as Landslide Triggers
- Application of GIS Tools for Three-Dimensional Slope Stability Analysis of Pre-Existing Landslides -- Design of 300 m High Artificial Mountain Using Geosynthetics -- Perennial Infiltration-Induced Instability of Interstate 70 Embankment West of the Eisenhower/Johnson Memorial Tunnels -- Investigation of the Design criteria for the Analysis of I-Wall in New Orleans, Louisiana for Flood Side Gap Condition -- Field Monitoring of Volcanic Slope Subjected to Freezing and Thawing and Its Evaluation -- The Deformation Behavior of Muratli Asphalt Faced Rockfill Dam -- Presentation of Critical Failure Surface of Slopes Based on the Finite Element Technique -- Investigation of White Bluffs Landslides in Washington State -- Simulation of Earthquake-Induced Slope Deformation Using SPH Method -- New Numerical Scheme in Finite Element Method for the Effective Evaluation of the Vegetation Effects on Slope Stability Modeling -- Scale Effect on Strength and Failure Modes of Open Pit Cut Slope of Wardha Valley Coalfield in India -- Monitoring and Analysis of High Fill Embankment Settlements -- Emerging Trends in Ground Improvement Techniques -- Steady State Seepage Pore Water Pressures' Influence in the Slope Stability Analysis of Levees -- A New Approach for Pseudostatic Analysis of Critical Line Segment Slip Surface in Earth Slopes -- Investigations of Stability Improvements for Submerged Berm on Soft Clay in South Louisiana -- Investigation of Geohazard Potential of Highway Embankment Slopes on Expansive Clay by Using Geophysical Methods -- Performance of 2V:1H Slopes with and without Soil-Nails Subjected to Seepage : Centrifuge Study -- Case Studies in Landslide Repair along Coastal and Riparian Areas -- Numerical Modeling of Liquefaction-Induced Slope Movements -- Shear Strength Characterization and Back Analysis for a Landslide Complex -- A New Concept of Residual-State Creep Test to Understand the Creeping Behavior of Clayey Soils -- Effects of Scouring on Performance of Caisson Foundation -- Biological Mechanisms of Piping Erosion Reduction of Organic Soils -- Validation of Erosion Modeling : Physical and Numerical -- Finite Element Analysis of Rapidly Deployable Armoring System to Mitigate Levee Erosion During Overtopping -- An Innovative Approach to Reuse and Retain Dredged Sediment for Erosion Control Using Geotextile Containers in Ecosystem Restoration -- Multiscale Modeling of Flood-Induced Scour in a Particle Bed -- FE Simulation of Deep Excavations in Sensitive Soft Clays -- Use of Modeling and Instrumentation during Construction of the University Link I-5 Undercrossing -- Research and Design on Top-Down Method for Large Scale Podium Basement Excavation of Shanghai Tower -- Deep Portal Shafts for the Brightwater Tunnels : Geotechnical Design Considerations and Construction Experience -- Decision Process for Selection of Retaining Structure for an Excavation in Soft Clay -- On Some of the Factors Influencing the Fines' Role on Liquefaction of Silty Sands -- New Density Normalization Approach for Evaluation of the Cyclic Resistance of Silts -- Residual Strength of Unsaturated Soils Using a Fully Servo/Suction-Controlled Ring Shear Apparatus -- Static Liquefaction and "Reverse" Behavior of Silty Sand -- Seismic Compression Behavior of Sands with Fines of Low Plasticity -- Cyclic Instability Behaviour of Coal Ash -- A Rate Dependent Constitutive Model for Clay -- Characterization and Modeling of a Reconstituted Offshore Silty-Clay -- Collapse "Sensitivity" of Midcontinent and Lower Mississippi Valley Loess -- Shear Wave Velocity of Weakly Cemented Silty Sand During Drained and Undrained Triaxial Compression -- Seismic Evaluation of a Pile Foundation in Sloping Silt River Bank -- Monitoring the Impact of Sulfate Attack on a Cement-Clay Mix -- Accelerated Testing of Cement Treated Singapore Marine Clay Cured under Elevated Temperature -- Development of a deep mixing model system on centrifuge platform -- Finite Element Analysis of Consolidation Behavior of Composite Soft Ground -- Soil Stabilisation Using Sustainable Industrial By-Product Binders and Alkali Activation -- Measurement of Cementitiously Stabilized Soil Slurry Thermal Profiles
- The Adjunct Professor's Role in Geotechnical Engineering Education : A Bridge between the Classroom and the Workplace -- A Review of Shear Stress Sign Convention in Interpreting Mohr's Circle Using the Pole of Planes Method -- Undergraduate Geotechnical Lesson Modules Based on New Orleans Levee Failures -- Service-Learning Design Projects to Enhance Geotechnical Engineering Education -- Geotechnical Engineering Education in the IT Era -- The Use of Vertical Columns in Combination with Geocell Stabilized Load Transfer Platforms for the Construction of Roadways over Soft Soils -- Monitoring Performance of Geosynthetic-Reinforced and Lime-Treated Low-Volume Roads under Traffic Loading and Environmental Conditions -- Relevancy of Material Properties in Predicting the Performance of Geogrid-Stabilized Roadways -- Effect of Geosynthetic Reinforcement Creep on the Long Term Performance of an Embankment -- Studies on the Performance of Geogrid Reinforced Soil Walls with Compressible Inclusion -- Assessment of QC/QA Technologies for Evaluating Properties and Performance of Geosynthetics in Roadway Systems -- Pullout Performance of Geogrids with Different Junction Strength -- A Best-Fit Rigid Pavement Back-Calculation Algorithm Using Site-Specific Deflections -- Laboratory and Field Measured Moduli of Unsurfaced Pavements on Weak Subgrade -- Performance Verification of a Geogrid Mechanically Stabilized Layer Flexible Pavement Design As Part of the La Media Road Widening Project -- Forward Calculation of Subgrade Modulus Using Falling Weight Deflectometer Time Histories and Wave Propagation Theory -- Properties of Subgrade and Construction Techniques of Mobei Expressway -- Influence of Fines Content on Unbound Granular Base Materials (UGB) under Cyclic Axial and Radial Stress
- Resilient Moduli Behavior of Lime-Cement Treated Subgrade Soils -- Evaluation of the MEPDG Permanent Deformation Models in Louisiana Conditions -- Effects of Subgrade Resilient Modulus and Climate Inputs on MEPDG -- Incorporating Stochastic Evaluation in the Estimation of Soil Resilient Modulus -- Structural Contribution of Geogrid Reinforcement in Pavement -- Hydraulic Properties of Recycled Asphalt Pavement and Recycled Concrete Aggregate -- Effect of Compaction Method on Mechanical Behavior of Graded Aggregate Base Materials -- Local Sensitivity of Mechanistic-Empirical Flexible Pavement Performance Predictions to Unbound Material Property Inputs -- Impact of Bio-Fuel Co-Product Modified Subgrade on Flexible Pavement Performance -- Strength Behaviour of Reinforced Soil-Aggregate Systems under Repeated and Cyclic Loading -- Assessment of Influence of Soil Properties on Subgrade Stiffness Using the Long Term Pavement Performance Data -- Recycled Clay Masonry and Recycled Concrete Aggregate Blends in Pavement -- Applicability of Coal Ashes to Be Used for Stabilized Pavements Base -- Kansas Experience with Stiffness-Based Quality Control/Quality Assurance Specifications for Compaction of Highway Embankments -- A Large Test Box Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases over Weak Subgrade under Cyclic Loading -- Spectroscopic Evaluation of Recycled Asphalt Pavement Materials -- Laboratory Performance Characterization of Pavements Incorporating Recycled Materials -- Laboratory Evaluation of Foamed Asphalt Stabilized Base Materials -- Investigation of Foamed Warm Mix Asphalt Performance Using the MEPDG -- Evaluation of Recycled Asphalt Pavement Materials from Ultra-Thin Bonded Bituminous Surface -- Performance Improvement of Railway Ballast Using Shock Mats and Synthetic Grids -- Evaluation of Superpave Mixtures with High RAP Content -- The Use of Recycled Glass for the Construction of Pavements -- Estimation of Probabilistic Seismic Hazard and Site Specific Ground Motions for Two Ports in Gujarat -- Numerical Insights into Liquefaction-Induced Building Settlement -- Liquefaction of Dense Sand under Earthquake Loading -- A Framework for Performance-Based Earthquake Engineering of Bridge-Abutment Systems -- Design of Extended Pile Shafts for Liquefaction Effects -- Geotechnical Aspects of the Mw 6.2 2011 Christchurch, New Zealand, Earthquake -- SASSI Analytical Methods Compared with SHAKE Results -- Development of Seismic Design Approach for Freestanding Freight Railroad Embankment Comprised of Lightweight Cellular Concrete -- DEM Simulations of the Seismic Response of Soil-Foundation-Structure Systems -- Measurement of Residual Strength of Liquefied Soil in Centrifuge Models -- Effects of Ground Motion Characteristics on Seismic Response of Rocking-Foundation Bridges -- Centrifuge Testing of Rocking Foundations on Saturated Sand and Unconnected Piles : The Fluid Response -- A Comparison of SPT-Based Empirical Liquefaction Triggering Procedures for Soils at Significant Depths (+20 m) -- Evaluation of p-y Curves Used in Practice for Seismic Analysis of Soil-Pile Interaction -- Site Response Analysis in Transportation Engineering Practice A TRB Survey -- Site Response Analysis of Liquefying Sites -- Seismic Interference Effect of Two Nearby Horizontal Strip Anchors -- Three-Dimensional Analysis of Underground Tunnels in Liquefiable Soil Subject to Earthquake Loading -- Assessment of Liquefaction Potential of Pond Ash at Panipat in India Using SHAKE2000 -- Seismic Response of CDSM Improved Soft Clay Sites Supporting Single Piles -- Constructive and Destructive Footing-Soil-Footing Interaction for Vertically Vibrating Footings -- Assessment of Liquefaction Potential of Alluvial Soil of Indo-Gangetic Interfluves, Northern India -- Local Site Effects on Seismic Ground Response of Dubai-Sharjah Metropolitan Area -- Seismic Performances of Slurry Walls -- Site Specific Ground Response Study of Deep Indo-Gangetic Basin Using Representative Regional Ground Motions -- Seismic Cone Penetration Test Assessment of Vibratory Probe Compaction for Liquefaction Mitigation -- Effect of Discrete Columns on Shear Stress Distribution in Liquefiable Soil
- Mathematical Modeling of Electrically Assisted Hydrocarbon Transport in Porous Media -- Physical Modeling of Soil-Infilled Discontinuities -- Global Continuous-Local Discontinuous Approach for the Analysis of Shallow Underground Caverns in Soft and Discontinuous Rock -- Thermo-Mechanical Damage in Porous Rocks : Theoretical Framework and Modeling Considerations -- Pore Directivity of Soils Subjected to Shearing : Numerical Simulation and Image Processing -- Finite Element Computations of Yield Vertex Non-Coaxial Models -- Electrical Conduction of Granular Media : Experimental and Numerical Studies -- Fracture Cluster Modeling for Groundwater Inflow Prediction into Rock Tunnels Using Geostatistics -- 3 Dimensional Stability Assessment of Jointed Rock Slopes Using Distinct Element Modelling -- Macro- and Micro-Scale Effects of Pluviation Based Sample Preparation in DEM -- Centrifuge Modeling to Support the Design of Subsea Pipelines -- Measured versus Predicted Side Resistance of Drilled Shafts in a Heterogeneous Soil Profile
- Settlement of Piles Founded in Spatially Variable Soils -- Effect of Uncertain Spatial Variability of Soils on Nonlinear Seismic Site Response Analysis -- Probabilistic Model for Overall Shear Strengths of Spatially Variable Soil Masses -- Effect of Spatial Variability on Probability-Based Design of Excavations against Basal-Heave -- Event Tree and Fault Tree Analysis in Tunneling with Imprecise Probabilities -- Evaluation of Soil Variability Influence on Deep Excavation Analysis Simplified Approach -- Development of Geospatial Analysis Method to Detect Outlying Data Points
- An Investigation of Three Probabilistic Approaches for Levee Underseepage Analysis -- Impact of Spatial Variability on the Design of Drilled Shafts in Weak Carbonate Rocks -- Influence of Soil Spatial Variability and Stochastic Ground-Motion on the Dynamic Behavior of a Slope -- Impact of Variability in Soil Parameter on Culvert Load Rating -- Examination of Multivariate Dependency Structure in Soil Parameters -- Effect of Distance and Direction on Ground Surface Vibrations Generated by Array Blasting : A Numerical Study -- Evaluation of Bearing Capacity of Shallow Foundations Using Random Field Theory in Comparison to Classic Methods -- Ultra-High Resolution Four Dimensional Geodetic Imaging of Engineered Structures for Stability Assessment -- Monitoring of a Creeping Landslide in California Using Spaceborne Radar Interferometry -- Applications of DInSAR for Measuring Mine-Induced Subsidence and Constraining Ground Deformation Model -- Mapping Surface Vesicles of a Cylindrical Basalt Specimen Using Laser Scanning -- Lidar-Based Rock-Fall Hazard Characterization of Cliffs -- 3-D Stratigraphy and Root Geometry from Trench and Ground-Based LiDAR Mapping -- Satellite Imaging of Earthquake Geotechnical Highway Damage -- Movement and Erosion Quantification of the Johnson Creek, Oregon, Landslide through 3D Laser Scanning -- Slope Stability Monitoring Using Remote Sensing Techniques -- Earthquake Damage Assessment Using Objective Image Segmentation : A Case Study of 2010 Haiti Earthquake -- Reconnaissance-Level Laser Scan of Highway Surface Revealed Slight Depression above Buried Pipeline -- Real Time Global Subsurface Monitoring Using New Application of Wireless Signal Networks, Proof of Concept -- Real-Time Health Monitoring System for Power Tunnel -- Observational Method Using Real Time Surface Settlement Monitoring : The South Toulon Tunnel Project -- Tunneling Effects on Pile Group Response in Bangkok -- Maximizing the Benefits of Real Time Monitoring of Geotechnical Construction -- Instrumentation for Tunneling Applications for Block 37 Development in Chicago -- Truly Distributed Measurement of Impact Strains in Clay by Use of Embedded BOTDA/R Fiber Optic Sensors -- Stiffness Monitoring during Vibratory Compaction of Foundation Soil for Venice Lagoon Restoration Project -- A Monitoring Information Management System for Tunnel Construction -- Identifying TBM Tunneling Defects through Recognition of Ground Settlement Patterns -- Thermal Modeling of a Mechanical Integrity Test Performed on an Underground Storage Cavern Well -- Sustainability and Resilience of Underground Urban Infrastructure : New Approaches to Metrics and Formalism -- Analysis of Face Stability of Shield Tunnel under Seepage Condition -- Engineering Geology and Site Characterization for State Route 710 Tunnel Technical Study-- Parameter Identification for Tunnels in Elastoplastic Ground Using a New Tunnel Convergence Model -- Modeling Uncertainty in Cutter Wear Prediction for Tunnel Boring Machines -- Design of Large-Span Caverns in Rock under Shallow Cover -- Analysis of Force Path Diagrams of Linear Cutting Machine Tests Regarding Geotechnical Parameters -- Seismic Response of Twin Tunnels in Weathered Rocks -- Geotechnical Challenges of Transbay Downtown Extension Mined Tunnel -- Numerical Analysis of Shaft and Tunnel Design Adjacent to Station Cavern -- Construction of a Large-Span Tunnel with Small Overburden in Soft Rocks -- Economical Benefits of Rock Joint Testing -- The Influence of Crack Roughness on the Compression and Shear Strengths of Brittle Fissured Materials -- Advanced Geological Detection for Tunneling in Karst Area -- Anisotropic Dilatant Behavior of Rock Fractures -- Poroelastoplastic Modeling of Borehole Stability -- Dewatering at Crane Valley Dam -- Characterization and Treatment of Mélange and Sandstone Foundation at Calaveras Dam -- A Comparative Study of Soluble Sulfate Measurement Techniques -- Electronic Nose Combined with Membrane Interface Probe for Detection of VOCs in Water
- Voltammetric Detection of Cadmium in Groundwater -- Determination of Moisture Content and Unit Weight of Clayey Soil Using Resistivity Imaging (RI) -- The Effect of Turbidity on Raman Spectroscopic Analysis of Aqueous Chlorinated Samples -- Membrane Behavior of Engineered Clay Barriers for Geoenvironmental Containment : State of the Art -- Long Term In Situ Measurements of the Volumetric Water Content in a Soil-Bentonite Slurry Trench Cutoff Wall -- Determination of Key Hydraulic Characteristics of the Vertical Bentonite Barrier As an Old Sanitary Landfill Containment -- Assessment of Heavy Metals Retention in GCLs by Column and Batch Tests -- Water Balance of an Earth Fill Built of Slightly Contaminated Organic Clay -- Centrifuge Model Studies on the Behaviour of Composite Covers of Landfills Subjected to Differential Settlements -- Experimental and Numerical Evaluation of Liquid Injection Using Horizontal Trench System for Bioreactor Landfills -- Centrifuge Testing of Unsaturated Hydraulic Properties of Municipal Solid Waste -- Unsaturated Hydraulic Conductivity Behavior of Bagasse Ash Treated Tropical Black Clay -- Experimental Studies of GCL Hydration from Subsoil -- Centrifuge Modeling of LNAPL Migration with a Soil-Cement Barrier in Case of Flow and No-Flow Conditions -- Permeable Reactive Barrier (PRB) Technology -- An Innovative Solution for the Remediation of Acidic Groundwater from Acid Sulphate Soil (ASS) Terrain -- The Importance of Hydrogeologic Characterization and Analysis to Avoid Off-Site Impacts in Highway Construction -- Hydrogeological and Engineering Geological Significance of Fault Debris Fractal Dimension -- Case Study Puerto Rico Test Site for Exploring Contamination Threats -- Remediation of a Former MGP Site in Norwich, New York : A Case Study -- Bank Stabilization at Geyserville Bridge Site Using Re-Directive and Bioengineering Measures -- Unique Design and Quality Control of Cement Deep Soil Mixing for Water Cutoff : BART Warm Springs Extension (WSX) Project, Fremont, CA -- Hydraulic Conductivity of Environmentally Controlled Landfill Liner Test Pad -- Field Evaluation of Permeable Blanket for Leachate Recirculation -- Performance of Horizontal Gas Collection System in an ELR Landfill -- Characterization, Risk Assessment, and Remediation Scenario at a Closed Contaminated Industrial Site -- Construction of MSE Walls at St. Anthony Falls (I-35W) Bridge -- Viability of Recycled and Waste Materials As Green Roof Substrates -- Utilization of Mine Tailings As Road Base Material -- Potential Use of Recycled Crushed Concrete-Recycled Crushed Glass Blends in Pavement Subbase Applications -- Evaluation of Fly Ash and Soil Mixtures for Use in Highway Embankments -- Sustainable Use of Low Lime Fly Ashes in Geotechnical and Geoenvironmental Applications -- Recycled Portland Cement Concrete Pavement Modulus Evaluation Using Surface Waves -- Soil Modification with Shredded Rubber Tires -- Volumetric and Mechanistic Characteristics of Asphalt Mixes Containing Recycled Asphalt Pavement -- Mechanistic Evaluation of Recovered Materials from Recycled Asphalt Pavement -- pH-Dependent Leaching of Trace Elements from Recycled Concrete Aggregate -- Numerical Modeling for Remedial Measures of Shallow Slope Failure Using Recycled Plastic Pins -- Durability Characteristics of Sustainable Pervious Pavement Materials -- Manganese and Chromium Leaching from High Carbon Fly Ash Amended Embankments -- Testing Framework Development for Use of CCPs in Large-Volume Applications -- Experimental Evaluation of Lime Sludge Performance in Subgrade Stabilization -- Centrifuge Model Tests on Rail Embankments Constructed with Coal Ash As a Structural Fill Material -- Shear Strength and Permeability of Granite Residual Soil Contaminated with Urban Solid Waste Leachate -- Solidification/Stabilization of Hospital Solid Waste Incinerator Ash for Utilization in Geotechnical Construction -- Comparative Analysis between Properties of Steel Slag, Fly Ash, and Clay Bricks -- Characterization of Compacted Coal Wash As Structural Fill Material -- Strength Consideration in the Use of Lateritic Soil Stabilized with Fly Ash As Liners and Covers in Waste Landfills -- Use of Bottom Ash In Lieu of Sand As Filter in Ash Dyke Embankment -- Cement Kiln Dust Stabilization of Reclaimed Asphalt Pavement -- Rice Husk Ash Stabilization of Reclaimed Asphalt Pavement Using Cement As Additive -- Use of Fly-Ash and Sewage Sludge and Bioengineering As the Erosion Control Elements on Sanitary Landfill Slopes -- Experimental Study on Application of Industrial Waste in Landfill Liner
- Stabilization of Clayey Soils Using Fly Ash and Homopolymerpolypropylene -- Scale Effects on As and Cr Mobility and Immobilization in Contaminated Soils -- Effect of Temperature on the Heavy Metal Retention Characteristics of Semi-Arid Soils of Saudi Arabia -- Reduction of Chromium(VI) in Saturated Zone Sediments by Calcium Polysulfide and Nanoscale Zerovalent Iron Derived from Green Tea Extract -- Hazardous Metal Stabilization through Thermal Reactions with Clay Materials -- The Use of Natural Zeolites As a Sorbent for Treatment of Dissolved Heavy Metals in Stormwater Runoff -- Immobilization of Sb(III) and Sb(V) Using Steel Slag Fines -- Use of Citric Acid Industrial Wastewater to Enhance Electrochemical Remediation of Cadmium-Contaminated Natural Clay -- Waste for Waste : A New Management Approach in Deteriorated Soil Remediation -- Effect of Acid Rain on Chemical and Hydraulic Properties of Cement Solidified/Stabilized Lead Contaminated Marine Soft Clay -- Electrochemical Reduction of Selenate Using Reactive Anode -- Metals Immobilization and Removal Rates of Se(IV) and Se(VI) by Steel Slag Fines Media -- Compression Behavior of Zinc Contaminated Clayey Soils Solidified with Cement -- Improvement of Sediment-Water Quality by Resuspension -- Experimental Study on Electro-Osmotic Consolidation of Expansive Soils -- A Strain-Based Model to Screen for Residual Pore Pressures in Sediment Caps -- Effect of Sand Column Inclusions on the Drained Response of Soft Clays -- Electrically Assisted Recovery of Immiscible Hydrocarbon Liquids from Clay Formations -- Electrically Induced Transport of Immiscible Hydrocarbons in Clay Soil -- Consolidation Properties of NAPL Contaminated Sediments -- Mine Paste Backfill The Behaviour of Thickened Tailings and Pipeline Design -- Paste and Thickened Tailings : Has the Promise Been Fulfilled? -- Development of an Impoundment Inspection and Verification Tool -- Incorporating EAP Tabletop Exercises with Crisis Management Planning for Coal Waste Impoundment Management -- Environmental Risk Assessment of Red Mud Contaminated Land in Hungary -- The Use of Waste Rock Inclusions to Improve the Seismic Stability of Tailings Impoundments -- Settlement Analysis of MSW Based on Constitutive Modeling Approach -- Evaluation of Waste Compressibility Due to Preloading at the Fresh Kills Landfill -- Use of Settlement Profilers in a Full-Scale Bioreactor Landfill -- The City of Calgary Biocell Landfill : Data Collection and Settlement Predictions Using a Multiphase Model -- Recent Findings on Compressibility of Municipal Solid Waste -- Settlement Behavior of Bioreactor Landfills in North America -- Settlement Monitoring Program for a Proposed Multipurpose Site Development -- Settlement Due to Anaerobic Biodegradation from Laboratory Landfill Simulators -- A Quantitative Sustainability Indicator System for Pile Foundations -- Load Bearing Capacity of Footing Resting on the Fly Ash Slope with Multilayer Reinforcements -- Feasibility Study of Compressed Air Energy Storage Using Steel Pipe Piles -- Sustainable Reutilization of Excavated Trench Material -- Fragility Analysis of Nondisplacement Piles in Sand -- Calculations of Axial Pile Capacity under Sustained Cyclic Loading for Offshore Wind Turbine Foundations -- Sustainable Utility Placement for University Campuses -- Carbon Footprint Evaluation of Clay Liner Options at a Coal Combustion Residual Disposal Facility -- Effect of Decomposition on the Compressibility of Fibrous Peat -- A Method for Dynamic Risk Assessment of the Operating Power Tunnel -- Green Remediation of Soil and Groundwater by Electrochemical Methods -- Shear Strength of Water-Repellent Hydrophobic Granular Media -- Comparison of Laboratory Methods for Measuring Thermal Conductivity of Unsaturated Soils -- Strain Distributions in Centrifuge Model Energy Foundations -- Efficiency of a Community-Scale Borehole Thermal Energy Storage Technique for Solar Thermal Energy -- Field and Laboratory Investigation of a Heat Exchanger Pile -- Coupled Thermo-Poro-Mechanical Finite Element Analysis of an Energy Foundation Centrifuge Experiment in Saturated Silt -- Impact of Shear-Induced Anisotropy on the Thermal Conductivity of Granular Soils -- Impact of Moisture Migration on Thermal Resistivity Testing in Unsaturated Soil -- Thermal Conductivity Testing of Energy Piles : Field Testing and Numerical Modeling -- Preparation of Polymer Coated Sands with Reversible Wettability Triggered by Temperature -- Frost-Induced Heaving of Soil around a Culvert -- Evaluation of Thermal Soil-Structure Interaction in Energy Foundations Using an Impulse-Response Test -- Impact of the Rate of Heating on the Thermal Consolidation of Saturated Silt -- Stress-Dependent Thermal Conductivity Evolution of Granular Materials -- Thermal Resistivity and Moisture Migration of Soil and Cable Trench Backfill
- Control code
- 798278568
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- unknown
- Extent
- 1 online resource (4504 pages).
- Form of item
- online
- Media category
- computer
- Media MARC source
- rdamedia
- Media type code
-
- c
- Specific material designation
- remote
- System control number
- (OCoLC)798278568
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<div class="citation" vocab="http://schema.org/"><i class="fa fa-external-link-square fa-fw"></i> Data from <span resource="http://link.library.missouri.edu/portal/GeoCongress-2012--state-of-the-art-and-practice/ZY4bf5ZBOdc/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.library.missouri.edu/portal/GeoCongress-2012--state-of-the-art-and-practice/ZY4bf5ZBOdc/">GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller</a></span> - <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.library.missouri.edu/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.library.missouri.edu/">University of Missouri Libraries</a></span></span></span></span></div>
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Data Citation of the Item GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller
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<div class="citation" vocab="http://schema.org/"><i class="fa fa-external-link-square fa-fw"></i> Data from <span resource="http://link.library.missouri.edu/portal/GeoCongress-2012--state-of-the-art-and-practice/ZY4bf5ZBOdc/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.library.missouri.edu/portal/GeoCongress-2012--state-of-the-art-and-practice/ZY4bf5ZBOdc/">GeoCongress 2012 : state of the art and practice in geotechnical engineering : March 25-29, 2012, Oakland, California, sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Roman D. Hryciw, Adda Athanasopoulos-Zekkos, Nazli Yesiller</a></span> - <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.library.missouri.edu/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.library.missouri.edu/">University of Missouri Libraries</a></span></span></span></span></div>