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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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1 online resource (4504 pages).
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
Instance
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
Creator
Contributor
Subject
Genre
Language
eng
Member of
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
Instantiates
Publication
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
Publication
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

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