Coverart for item
The Resource Characterization, monitoring, and modeling of geosystems : proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers, edited by Akram N. Alshawabkeh, Krishna R. Reddy, Milind V. Khire

Characterization, monitoring, and modeling of geosystems : proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers, edited by Akram N. Alshawabkeh, Krishna R. Reddy, Milind V. Khire

Label
Characterization, monitoring, and modeling of geosystems : proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers
Title
Characterization, monitoring, and modeling of geosystems
Title remainder
proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers
Statement of responsibility
edited by Akram N. Alshawabkeh, Krishna R. Reddy, Milind V. Khire
Title variation
Geocongress 2008 : characterization, monitoring, and modeling of geosystems
Creator
Contributor
Subject
Genre
Language
eng
Member of
Cataloging source
MUU
Dewey number
628.4/456
Illustrations
  • illustrations
  • maps
Index
no index present
LC call number
TD171.9
LC item number
.G45 2008b
Literary form
non fiction
http://bibfra.me/vocab/lite/meetingDate
2008
http://bibfra.me/vocab/lite/meetingName
Geo-Congress
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorName
  • Alshawabkeh, Akram N
  • Reddy, Krishna R
  • Khire, Milind V
Series statement
GSP
Series volume
179
http://library.link/vocab/subjectName
  • Environmental geotechnology
  • Environmental geotechnology
Label
Characterization, monitoring, and modeling of geosystems : proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers, edited by Akram N. Alshawabkeh, Krishna R. Reddy, Milind V. Khire
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
  • The Path Behind and Highway Ahead: A Perspective on the Future of Geophysics in Engineering -- A Modified Method for MR Testing to Evaluate Temperature Effects in Emulsion-Stabilized Gravel -- Experimental Study on the Stabilization of Organic Clay with Fly Ash and Cement Mixed Method -- Optimize Drainable Unbound Aggregate through Laboratory Tests -- Density and Strength Properties of Sand-Expanded Polystyrene Beads Mixture -- Characterization and Geotechnical Properties of Piedmont Residual Soils -- Ground Acceleration Based Characterization of High-Speed Rail Track Bed -- Development of a Large Consolidometer-Permeameter Apparatus for Testing Soft Soils -- Recompression Index (Cr) for Overconsolidated Soft Clay Soils -- Influence of Pharmaceutical Effluent on the Physico -- Chemical Behaviour and Geotechnical Characteristics of Cohesive Soil Systems -- Influence of Pore Gas on Ponded Infiltration into Soil Columns -- Geotechnical Properties of Palouse Loess Modified with Cement Kiln Dust and Portland Cement -- Subgrade Characterization for Better Ground Improvement Design -- Physical and Numerical Simulation of Shallow Penetration of a Cylindrical Object into Soft Clay -- Visualization of Plugging Phenomena in Vertically Loaded Open-Ended Piles -- Theoretical and Experimental Analysis of Rock-Socked Drilled Shafts -- An Alternative Method for Determining Ground Strains for Soil-Structure Interaction Problems -- Centrifuge Model Study of Pile Group Subject to Adjacent Excavation -- The Variation of Pore Pressure Related with Failure in Fine-Grained Soils under Uniform Cyclic Loadings -- Behavior of ACIP Piles in Tension and Compression in Very Dense Sand: Load Test and FEM Analysis -- Centrifuge Model Test and Numerical Analysis on Steel Pipe Sheet Piles Reinforcement Method -- Deformation Behavior of the Ground around Flexible Structures by Using Two-Dimensional Model Ground -- Permanent Strain Characterization in Granular Materials Using Repeated Load Triaxial Tests and Digital Image Correlation (DIC) Technique -- Reevaluation of Compressibility of the Namak Clay from Field Measurements -- Shearing Behavior of Sands in Terms of Compressibility Mechanisms -- Microscopic Heterogeneity of Fluid Inclusion Distributions in Rocks -- Role of X-Ray CT on the Investigation of Ground Behavior beneath Vertically Loaded Deep and Shallow Foundations : New Direction of Research Tool -- Semi-Automated Tracking of Excavation Activities Using Imaging Techniques -- Fine-Grained Mixtures: Fabric Formation and Control -- A New Density Measuring Device with Laser Technique -- Potential Use of Recycled Rubberized CLSM as Bridge Approach Backfill -- Ambient Noise Site Investigation of a Representative MSW Landfill in Bishkek, Kyrgyzstan -- Elastic and Electromagnetic Wave-Based Techniques for Bottom and Subbottom Profiling in Shallow Waters -- Estimation of Particle Size Distribution from Time Domain Reflectometry: Potentials and Limitations -- Hyperspectral Remote Sensing for Municipal Land Cover Classification -- Tunnel Detection Using Cross-Well Radar -- Experimental Investigation of Drainage in Fractionally-Wet Sands in mm- and cm-Scale Columns -- Advanced Airborne Geophysics for Engineering Solutions -- A Rapid Field Soil Characterization System -- Electrical Conductivity of Soils and Soil Properties -- New Applications to Determine Subsurface Characteristics and Contaminants -- Determination of Soil Characteristic Frequency Using Acoustic Techniques -- Testing of Instrumented Construction Mats and Billets -- Performance Analysis of Heavily Instrumented Flexible Pavement -- Assessment of Energy Transfer Ratio in SPT Using Automatic Hammers -- Estimating Shear Strength Properties of Soils Using SPT Blow Counts: An Energy Balance Approach -- Evaluation of Axial Load Capacity of Driven Piles in Soft Soils Using CPT and Static Analysis Methods -- Preliminary Analysis Comparing Measured Responses of FWD and Traffic Data -- Soil Velocity Profiles from In-Situ Seismic Tests at Deep-Mixing Sites -- Temperature Effects on Falling Weight Deflectometer Measurement -- Effect of Moisture on the Peak Shear Stress and Compressibility of a Carbonate Cemented Sand of Southern New Mexico -- Characterization of Compost Amended Soils -- Laboratory Tests on Two Remolded Carbonate Soils from the Arabian Gulf Shore -- Permeability of Coarse-Grain Soil from Void Space and Pore Distribution -- Response of Collapsible Soils to Various Landscape and Drainage Conditions -- Sulfate Induced Heave in Oklahoma Soils Due to Lime Stabilization -- A Rock Mass Classification Scheme for Estimating Hydraulic Conductivity of Fractured Rocks -- Deep Tunnels in Clay Shales: Evaluation of Key Properties for Short and Long Term Support -- Ground Characterization for Tunnels in High Mountain Ranges Risk and Mitigation -- Progressive Failure of a Dam Abutment: A Fracture Mechanics Analysis -- Remote Characterization of Rock Exposures Using Terrestrial LiDAR -- Stresses around Unsupported Tunnels in Rock -- Continuous Real-Time Monitoring of an Active Landslide Using a High-Density Accelerometer Network -- Fibre Optics Monitoring of Clay Cuttings and Embankments along London's Ring Motorway -- Hardware Architecture for Wireless Sensor Network Measurement of Vibrations -- Instrumentation for the NEESR Sand Aging Field Experiment -- Real-Time Construction Monitoring with a Wireless Shape-Acceleration Array System -- Techniques Used to Measure Strain on Geosynthetics in Dynamic Applications -- Extending the Geotechnical Dictionary: Best Practice for Customizing the International Framework for Geotechnical Data -- Geoenvironmental and Geotechnical Data Exchange: Setting the Standard -- Geotechnical Data Sharing and Electronic Data Exchange at Minnesota DOT -- Optimized Site Investigation and Risk Assessment Strategies Considering Uncertain Geotechnical Parameters Using Geo-AllStaR -- Representing Geo-Engineering Data from Instruments and Transducers -- Six Sigma Approach to Sustainable Institutional Environmental Data Management -- Effect of Curing Time on Mechanical Behavior of Crushed Solidified Dredged Material -- Effects of Solar Energy on the Mechanical Properties of Tailings in Tailings Dams -- Engineering Characterization of Cement-Fiber Treated RAP Aggregates -- Engineering Controlled Low Strength Materials Using Scrap Tire Rubber -- The Use of Recycled Aggregate in Vibro-Stone Columns : A UK Perspective -- Use of Tire Bales for Erosion Control Projects in New Mexico -- Understanding Two-Phase Transport in Porous Media: What Challenges Still Remain? -- A Predictive Model for Static Liquefaction -- Adaptive Time Integration for the Convection-Dispersion Equation -- Axisymmetric Biot's Consolidation of Multi-Layered Soils with Compressible Constituents -- Nonlinear Material Models for Winkler-Based Shallow Foundation Response Evaluation -- Numerical and Experimental Study of Tree Influence on the Ground -- Plane Strain Biot's Consolidation of Multi-Layered Soils with Compressible Constituents -- A Numerical Model for Predicting Pile Setup in Clay -- Effect of Soil Disturbance on Consolidation Aided by Prefabricated Vertical Drains Installed in a Triangular Pattern -- Numerical Simulation of T-Bar Penetration in Soft Clay -- Effect of Spatial Variation of Soil Properties on the Slope Stability Analysis -- Simulation of Cyclic Loading Tests for Asphalt Mixtures Using User Defined Models within Discrete Element Method -- One-Dimension Consolidation of Double-Layered Foundation with Two-Level Load -- Mapping Long Term Mean Groundwater Level Using Existing Water Well Data -- Numerical Modelling of the Contaminant Transport through Stratified Soil -- Two-Dimensional Contaminant Transport Modelling Using Meshless Method -- Application of Evidence Theory to Quantify Uncertainty in Contaminant Transport Modeling -- Mathematical Models to Control Saltwater Intrusion in Coastal Aquifers -- Determination of Tailings Impoundment Capacity via Finite-Strain Consolidation Models -- An Experimental Investigation of Consolidation-Induced Solute Transport -- Influence of Membrane Behavior on Contaminant Transport through Geosynthetic Clay Liners -- Intrinsic Sorptivity for Soils with Different Average Grain Size Diameters -- Method for Visualizing Coupled Particle and Fluid Transport in Porous Media -- Modeling of 2D Flow Using Transparent Aquabeads -- Modeling of Multi-Phase Flow and Surfactant Flushing
  • Using Transparent Aquabeads -- Coupled Mechanical Consolidation and Contaminant Transport Modelling of Composite Barrier Systems: A Parametric Sensitivity Analysis
  • Empirical Model for Liquefaction Resistance of Soils Based on Artificial Neural Network Learning of Case Histories -- Evaluating Slope Failures in Ali-shan, Taiwan by Artificial Neural Networks -- Landslide Hazard Assessment: A Qualitative and a Knowledge-Based Technique -- Slope Stability during Earthquakes: A Neural Network Application -- Three-Dimensional Face Stability Analysis of Circular Tunnels by Numerical Simulations -- Three-Dimensional Face Stability Analysis of Circular Tunnels by a Kinematical Approach -- A Methodology for Applying Probability Theory to Unsaturated Hydraulic Properties as the Foundation for Seepage Analysis -- Modeling the Creep Compliance of Asphalt Concrete Using the Artificial Neural Network Technique -- Probabilistic Analysis of Soil Water Characteristic Curves from Sandy Clay Loam -- Uncertainty Representation in Health Risk Assessment of Contaminated Sites -- A comparative Study of Ordinary Kriging and Support Vector Machine Models for the Spatial Variability of Rock Depth in Bangalore -- Assessment of Soil Vulnerability to Heavy-Metal Contamination Using Hierarchical Fuzzy Inference System -- Effect of Sample Size and Shape on Critical State -- Membrane Effects on Microstructure Evolution in 2D DEM Experiments -- Accounting for Void Ratio Variation in Determination of Grain Size Distribution by Soil Column Image Processing -- Numerical Modeling of Suspensions Using the Lattice Boltzmann Method -- Physical Model and Discrete Element Method Analysis of a Granular Platform Supported by Piles in Soft Soil -- Statistical Analysis of Unbound Subgrade Pressure Measurements -- Cell Size Effects in Characterizing Dry Quartz Sand Particles -- Effective Stress of Unsaturated Granular Soils in a Pendular State -- Effects of Force Field in Molecular Mechanics Simulation of Geo-Materials -- Prediction of Dynamic Modulus of Asphalt Concrete Using Two-Dimensional and Three-Dimensional Discrete Element Modeling Approach -- Visualization of Shear Band in Sand Using Synchrotron Micro-Tomography -- Temperature Gradient of RCC-AC Composite Pavements -- An Assessment of Alternative Cap Covers for the King Road Landfill -- Formulation for the THMC Analysis of Clayey Materials Application to Radioactive Waste Disposal -- Thermal Conductivity of Soft Bangkok Clay -- Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay -- Unsaturated Soils under Non-Isothermal Conditions: Framework of a New Constitutive Model -- Yielding of Saturated Clays at Elevated Temperatures
Control code
314846659
Extent
1 online resource
Form of item
online
Isbn
9780784472279
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations, maps
Specific material designation
remote
System control number
(OCoLC)314846659
Label
Characterization, monitoring, and modeling of geosystems : proceedings of sessions of Geocongress 2008, March 9-12, 2008, New Orleans, Louisiana, sponsored by the Geo-Institute of the American Society of Civil Engineers, edited by Akram N. Alshawabkeh, Krishna R. Reddy, Milind V. Khire
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
  • The Path Behind and Highway Ahead: A Perspective on the Future of Geophysics in Engineering -- A Modified Method for MR Testing to Evaluate Temperature Effects in Emulsion-Stabilized Gravel -- Experimental Study on the Stabilization of Organic Clay with Fly Ash and Cement Mixed Method -- Optimize Drainable Unbound Aggregate through Laboratory Tests -- Density and Strength Properties of Sand-Expanded Polystyrene Beads Mixture -- Characterization and Geotechnical Properties of Piedmont Residual Soils -- Ground Acceleration Based Characterization of High-Speed Rail Track Bed -- Development of a Large Consolidometer-Permeameter Apparatus for Testing Soft Soils -- Recompression Index (Cr) for Overconsolidated Soft Clay Soils -- Influence of Pharmaceutical Effluent on the Physico -- Chemical Behaviour and Geotechnical Characteristics of Cohesive Soil Systems -- Influence of Pore Gas on Ponded Infiltration into Soil Columns -- Geotechnical Properties of Palouse Loess Modified with Cement Kiln Dust and Portland Cement -- Subgrade Characterization for Better Ground Improvement Design -- Physical and Numerical Simulation of Shallow Penetration of a Cylindrical Object into Soft Clay -- Visualization of Plugging Phenomena in Vertically Loaded Open-Ended Piles -- Theoretical and Experimental Analysis of Rock-Socked Drilled Shafts -- An Alternative Method for Determining Ground Strains for Soil-Structure Interaction Problems -- Centrifuge Model Study of Pile Group Subject to Adjacent Excavation -- The Variation of Pore Pressure Related with Failure in Fine-Grained Soils under Uniform Cyclic Loadings -- Behavior of ACIP Piles in Tension and Compression in Very Dense Sand: Load Test and FEM Analysis -- Centrifuge Model Test and Numerical Analysis on Steel Pipe Sheet Piles Reinforcement Method -- Deformation Behavior of the Ground around Flexible Structures by Using Two-Dimensional Model Ground -- Permanent Strain Characterization in Granular Materials Using Repeated Load Triaxial Tests and Digital Image Correlation (DIC) Technique -- Reevaluation of Compressibility of the Namak Clay from Field Measurements -- Shearing Behavior of Sands in Terms of Compressibility Mechanisms -- Microscopic Heterogeneity of Fluid Inclusion Distributions in Rocks -- Role of X-Ray CT on the Investigation of Ground Behavior beneath Vertically Loaded Deep and Shallow Foundations : New Direction of Research Tool -- Semi-Automated Tracking of Excavation Activities Using Imaging Techniques -- Fine-Grained Mixtures: Fabric Formation and Control -- A New Density Measuring Device with Laser Technique -- Potential Use of Recycled Rubberized CLSM as Bridge Approach Backfill -- Ambient Noise Site Investigation of a Representative MSW Landfill in Bishkek, Kyrgyzstan -- Elastic and Electromagnetic Wave-Based Techniques for Bottom and Subbottom Profiling in Shallow Waters -- Estimation of Particle Size Distribution from Time Domain Reflectometry: Potentials and Limitations -- Hyperspectral Remote Sensing for Municipal Land Cover Classification -- Tunnel Detection Using Cross-Well Radar -- Experimental Investigation of Drainage in Fractionally-Wet Sands in mm- and cm-Scale Columns -- Advanced Airborne Geophysics for Engineering Solutions -- A Rapid Field Soil Characterization System -- Electrical Conductivity of Soils and Soil Properties -- New Applications to Determine Subsurface Characteristics and Contaminants -- Determination of Soil Characteristic Frequency Using Acoustic Techniques -- Testing of Instrumented Construction Mats and Billets -- Performance Analysis of Heavily Instrumented Flexible Pavement -- Assessment of Energy Transfer Ratio in SPT Using Automatic Hammers -- Estimating Shear Strength Properties of Soils Using SPT Blow Counts: An Energy Balance Approach -- Evaluation of Axial Load Capacity of Driven Piles in Soft Soils Using CPT and Static Analysis Methods -- Preliminary Analysis Comparing Measured Responses of FWD and Traffic Data -- Soil Velocity Profiles from In-Situ Seismic Tests at Deep-Mixing Sites -- Temperature Effects on Falling Weight Deflectometer Measurement -- Effect of Moisture on the Peak Shear Stress and Compressibility of a Carbonate Cemented Sand of Southern New Mexico -- Characterization of Compost Amended Soils -- Laboratory Tests on Two Remolded Carbonate Soils from the Arabian Gulf Shore -- Permeability of Coarse-Grain Soil from Void Space and Pore Distribution -- Response of Collapsible Soils to Various Landscape and Drainage Conditions -- Sulfate Induced Heave in Oklahoma Soils Due to Lime Stabilization -- A Rock Mass Classification Scheme for Estimating Hydraulic Conductivity of Fractured Rocks -- Deep Tunnels in Clay Shales: Evaluation of Key Properties for Short and Long Term Support -- Ground Characterization for Tunnels in High Mountain Ranges Risk and Mitigation -- Progressive Failure of a Dam Abutment: A Fracture Mechanics Analysis -- Remote Characterization of Rock Exposures Using Terrestrial LiDAR -- Stresses around Unsupported Tunnels in Rock -- Continuous Real-Time Monitoring of an Active Landslide Using a High-Density Accelerometer Network -- Fibre Optics Monitoring of Clay Cuttings and Embankments along London's Ring Motorway -- Hardware Architecture for Wireless Sensor Network Measurement of Vibrations -- Instrumentation for the NEESR Sand Aging Field Experiment -- Real-Time Construction Monitoring with a Wireless Shape-Acceleration Array System -- Techniques Used to Measure Strain on Geosynthetics in Dynamic Applications -- Extending the Geotechnical Dictionary: Best Practice for Customizing the International Framework for Geotechnical Data -- Geoenvironmental and Geotechnical Data Exchange: Setting the Standard -- Geotechnical Data Sharing and Electronic Data Exchange at Minnesota DOT -- Optimized Site Investigation and Risk Assessment Strategies Considering Uncertain Geotechnical Parameters Using Geo-AllStaR -- Representing Geo-Engineering Data from Instruments and Transducers -- Six Sigma Approach to Sustainable Institutional Environmental Data Management -- Effect of Curing Time on Mechanical Behavior of Crushed Solidified Dredged Material -- Effects of Solar Energy on the Mechanical Properties of Tailings in Tailings Dams -- Engineering Characterization of Cement-Fiber Treated RAP Aggregates -- Engineering Controlled Low Strength Materials Using Scrap Tire Rubber -- The Use of Recycled Aggregate in Vibro-Stone Columns : A UK Perspective -- Use of Tire Bales for Erosion Control Projects in New Mexico -- Understanding Two-Phase Transport in Porous Media: What Challenges Still Remain? -- A Predictive Model for Static Liquefaction -- Adaptive Time Integration for the Convection-Dispersion Equation -- Axisymmetric Biot's Consolidation of Multi-Layered Soils with Compressible Constituents -- Nonlinear Material Models for Winkler-Based Shallow Foundation Response Evaluation -- Numerical and Experimental Study of Tree Influence on the Ground -- Plane Strain Biot's Consolidation of Multi-Layered Soils with Compressible Constituents -- A Numerical Model for Predicting Pile Setup in Clay -- Effect of Soil Disturbance on Consolidation Aided by Prefabricated Vertical Drains Installed in a Triangular Pattern -- Numerical Simulation of T-Bar Penetration in Soft Clay -- Effect of Spatial Variation of Soil Properties on the Slope Stability Analysis -- Simulation of Cyclic Loading Tests for Asphalt Mixtures Using User Defined Models within Discrete Element Method -- One-Dimension Consolidation of Double-Layered Foundation with Two-Level Load -- Mapping Long Term Mean Groundwater Level Using Existing Water Well Data -- Numerical Modelling of the Contaminant Transport through Stratified Soil -- Two-Dimensional Contaminant Transport Modelling Using Meshless Method -- Application of Evidence Theory to Quantify Uncertainty in Contaminant Transport Modeling -- Mathematical Models to Control Saltwater Intrusion in Coastal Aquifers -- Determination of Tailings Impoundment Capacity via Finite-Strain Consolidation Models -- An Experimental Investigation of Consolidation-Induced Solute Transport -- Influence of Membrane Behavior on Contaminant Transport through Geosynthetic Clay Liners -- Intrinsic Sorptivity for Soils with Different Average Grain Size Diameters -- Method for Visualizing Coupled Particle and Fluid Transport in Porous Media -- Modeling of 2D Flow Using Transparent Aquabeads -- Modeling of Multi-Phase Flow and Surfactant Flushing
  • Using Transparent Aquabeads -- Coupled Mechanical Consolidation and Contaminant Transport Modelling of Composite Barrier Systems: A Parametric Sensitivity Analysis
  • Empirical Model for Liquefaction Resistance of Soils Based on Artificial Neural Network Learning of Case Histories -- Evaluating Slope Failures in Ali-shan, Taiwan by Artificial Neural Networks -- Landslide Hazard Assessment: A Qualitative and a Knowledge-Based Technique -- Slope Stability during Earthquakes: A Neural Network Application -- Three-Dimensional Face Stability Analysis of Circular Tunnels by Numerical Simulations -- Three-Dimensional Face Stability Analysis of Circular Tunnels by a Kinematical Approach -- A Methodology for Applying Probability Theory to Unsaturated Hydraulic Properties as the Foundation for Seepage Analysis -- Modeling the Creep Compliance of Asphalt Concrete Using the Artificial Neural Network Technique -- Probabilistic Analysis of Soil Water Characteristic Curves from Sandy Clay Loam -- Uncertainty Representation in Health Risk Assessment of Contaminated Sites -- A comparative Study of Ordinary Kriging and Support Vector Machine Models for the Spatial Variability of Rock Depth in Bangalore -- Assessment of Soil Vulnerability to Heavy-Metal Contamination Using Hierarchical Fuzzy Inference System -- Effect of Sample Size and Shape on Critical State -- Membrane Effects on Microstructure Evolution in 2D DEM Experiments -- Accounting for Void Ratio Variation in Determination of Grain Size Distribution by Soil Column Image Processing -- Numerical Modeling of Suspensions Using the Lattice Boltzmann Method -- Physical Model and Discrete Element Method Analysis of a Granular Platform Supported by Piles in Soft Soil -- Statistical Analysis of Unbound Subgrade Pressure Measurements -- Cell Size Effects in Characterizing Dry Quartz Sand Particles -- Effective Stress of Unsaturated Granular Soils in a Pendular State -- Effects of Force Field in Molecular Mechanics Simulation of Geo-Materials -- Prediction of Dynamic Modulus of Asphalt Concrete Using Two-Dimensional and Three-Dimensional Discrete Element Modeling Approach -- Visualization of Shear Band in Sand Using Synchrotron Micro-Tomography -- Temperature Gradient of RCC-AC Composite Pavements -- An Assessment of Alternative Cap Covers for the King Road Landfill -- Formulation for the THMC Analysis of Clayey Materials Application to Radioactive Waste Disposal -- Thermal Conductivity of Soft Bangkok Clay -- Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay -- Unsaturated Soils under Non-Isothermal Conditions: Framework of a New Constitutive Model -- Yielding of Saturated Clays at Elevated Temperatures
Control code
314846659
Extent
1 online resource
Form of item
online
Isbn
9780784472279
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations, maps
Specific material designation
remote
System control number
(OCoLC)314846659

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