ASCE 9780784409725 2008
$134.33
GeoCongress 2008
Published By | Publication Date | Number of Pages |
ASCE | 2008 | 1122 |
GSP 179 contains 135 papers on mechanical and chemical soil behavior, testing, and modeling that were presented at GeoCongress 2008, held in New Orleans, Louisiana, March 9-12, 2008.
PDF Catalog
PDF Pages | PDF Title |
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1 | Cover |
12 | Contents |
22 | Testing, Characterization, and Monitoring Keynote Paper The Path Behind and Highway Ahead: A Perspective on the Future of Geophysics in Engineering |
33 | Mechanical and Chemical Soil Behavior A Modified Method for M[sub(R)] Testing to Evaluate Temperature Effects in Emulsion-Stabilized Gravel |
41 | Experimental Study on the Stabilization of Organic Clay with Fly Ash and Cement Mixed Method |
49 | Optimize Drainable Unbound Aggregate through Laboratory Tests |
57 | Density and Strength Properties of Sand-Expanded Polystyrene Beads Mixture |
65 | Characterization and Geotechnial Properties of Piedmont Residual Soils |
73 | Ground Acceleration Based Characterization of High-Speed Rail Track Bed |
81 | Development of a Large Consolidometer-Permeameter Apparatus for Testing Soft Soils |
89 | Recompression Index (C[sub(r)] for Overconsolidated Soft Clay Soils |
97 | Influence of Pharmaceutical Effluent on the Physico-Chemical Behaviour and Geotechnical Characteristics of Cohesive Soil Systems |
105 | Influence of Pore Gas on Ponded Infiltration into Soil Columns |
113 | Geotechnical Properties of Palouse Loess Modified with Cement Kiln Dust and Portland Cement |
121 | Subgrade Characterization for Better Ground Improvement Design |
129 | The Confluence of Visualization, Experimental, and Theoretical Mechanics Physical and Numerical Simulation of Shallow Penetration of a Cylindrical Object into Soft Clay |
139 | Visualization of Plugging Phenomena in Vertically Loaded Open-Ended Piles |
146 | Theoretical and Experimental Analysis of Rock-Socked Drilled Shafts |
154 | An Alternative Method for Determining Ground Strains for Soil-Structure Interaction Problems |
162 | Centrifuge Model Study of Pile Group Subject to Adjacent Excavation |
170 | The Variation of Pore Pressure Related with Failure in Fine-Grained Soils under Uniform Cyclic Loadings |
178 | Behavior of ACIP Piles in Tension and Compression in Very Dense Sand: Load Test and FEM Analysis |
186 | Centrifuge Model Test and Numerical Analysis on Steel Pipe Sheet Piles Reinforcement Method |
194 | Deformation Behavior of the Ground around Flexible Structures by Using Two-Dimensional Model Ground |
202 | Permanent Strain Characterization in Granular Materials Using Repeated Load Triaxial Tests and Digital Image Correlation (DIC) Technique |
210 | Reevaluation of Compressibility of the Namak Clay from Field Measurements |
218 | Shearing Behavior of Sands in Terms of Compressibility Mechanisms |
226 | Microscopic Heterogeneity of Fluid Inclusion Distributions in Rocks |
234 | Role of X-Ray CT on the Investigation of Ground Behavior beneath Vertically Loaded Deep and Shallow Foundations—New Direction of Research Tool |
242 | Semi-Automated Tracking of Excavation Activities Using Imaging Techniques |
250 | Fine-Grained Mixtures: Fabric Formation and Control |
258 | A New Density Measuring Device with Laser Technique |
266 | Potential Use of Recycled Rubberized CLSM as Bridge Approach Backfill |
274 | Subsurface Characterization and Monitoring Ambient Noise Site Investigation of a Representative MSW Landfill in Bishkek, Kyrgyzstan |
282 | Elastic and Electromagnetic Wave-Based Techniques for Bottom and Subbottom Profiling in Shallow Waters |
290 | Estimation of Particle Size Distribution from Time Domain Reflectometry: Potentials and Limitations |
297 | Hyperspectral Remote Sensing for Municipal Land Cover Classification |
305 | Tunnel Detection Using Cross-Well Radar |
313 | Experimental Investigation of Drainage in Fractionally-Wet Sands in mm- and cm-Scale Columns |
321 | Advanced Airborne Geophysics for Engineering Solutions |
329 | A Rapid Field Soil Characterization System |
337 | Electrical Conductivity of Soils and Soil Properties |
345 | New Applications to Determine Subsurface Characteristics and Contaminants |
353 | Determination of Soil Characteristic Frequency Using Acoustic Techniques |
361 | Testing of Instrumented Construction Mats and Billets |
369 | Performance Analysis of Heavily Instrumented Flexible Pavement |
377 | Assessment of Energy Transfer Ratio in SPT Using Automatic Hammers |
385 | Estimating Shear Strength Properties of Soils Using SPT Blow Counts: An Energy Balance Approach |
393 | Evaluation of Axial Load Capacity of Driven Piles in Soft Soils Using CPT and Static Analysis Methods |
401 | Preliminary Analysis Comparing Measured Responses of FWD and Traffic Data |
409 | Soil Velocity Profiles from In-Situ Seismic Tests at Deep-Mixing Sites |
417 | Temperature Effects on Falling Weight Deflectometer Measurement |
425 | Characterization of Rocks and Problematic Soils Effect of Moisture on the Peak Shear Stress and Compressibility of a Carbonate Cemented Sand of Southern New Mexico |
433 | Characterization of Compost Amended Soils |
441 | Laboratory Tests on Two Remolded Carbonate Soils from the Arabian Gulf Shore |
449 | Permeability of Coarse-Grain Soil from Void Space and Pore Distribution |
457 | Response of Collapsible Soils to Various Landscape and Drainage Conditions |
465 | Sulfate Induced Heave in Oklahoma Soils Due to Lime Stabilization |
473 | A Rock Mass Classification Scheme for Estimating Hydraulic Conductivity of Fractured Rocks |
481 | Deep Tunnels in Clay Shales: Evaluation of Key Properties for Short and Long Term Support |
489 | Ground Characterization for Tunnels in High Mountain Ranges—Risk and Mitigation |
497 | Progressive Failure of a Dam Abutment: A Fracture Mechanics Analysis |
505 | Remote Characterization of Rock Exposures Using Terrestrial LiDAR |
513 | Stresses around Unsupported Tunnels in Rock |
521 | Sensor Technologies and Data Representation Continuous Real-Time Monitoring of an Active Landslide Using a High-Density Accelerometer Network |
530 | Fibre Optics Monitoring of Clay Cuttings and Embankments along London’s Ring Motorway |
538 | Hardware Architecture for Wireless Sensor Network Measurement of Vibrations |
546 | Instrumentation for the NEESR Sand Aging Field Experiment |
554 | Real-Time Construction Monitoring with a Wireless Shape-Acceleration Array System |
562 | Techniques Used to Measure Strain on Geosynthetics in Dynamic Applications |
570 | Extending the Geotechnical Dictionary: Best Practice for Customizing the International Framework for Geotechnical Data |
578 | Geoenvironmental and Geotechnical Data Exchange: Setting the Standard |
586 | Geotechnical Data Sharing and Electronic Data Exchange at Minnesota DOT |
594 | Optimized Site Investigation and Risk Assessment Strategies Considering Uncertain Geotechnical Parameters Using Geo-AllStaR |
602 | Representing Geo-Engineering Data from Instruments and Transducers |
610 | Six Sigma Approach to Sustainable Institutional Environmental Data Management |
618 | Characterization of Recycled Materials for Geotechnical Infrastructure Design Effect of Curing Time on Mechanical Behavior of Crushed Solidified Dredged Material |
626 | Effects of Solar Energy on the Mechanical Properties of Tailings in Tailings Dams |
634 | Engineering Characterization of Cement-Fiber Treated RAP Aggregates |
643 | Engineering Controlled Low Strength Materials Using Scrap Tire Rubber |
651 | The Use of Recycled Aggregate in Vibro-Stone Columns—A UK Perspective |
659 | Use of Tire Bales for Erosion Control Projects in New Mexico |
667 | Modeling Keynote Paper Understanding Two-Phase Transport in Porous Media: What Challenges Still Remain? |
685 | Advances in Numerical and Computational Geotechnics A Predictive Model for Static Liquefaction |
691 | Adaptive Time Integration for the Convection-Dispersion Equation |
699 | Axisymmetric Biot’s Consolidation of Multi-Layered Soils with Compressible Constituents |
707 | Nonlinear Material Models for Winkler-Based Shallow Foundation Response Evaluation |
715 | Numerical and Experimental Study of Tree Influence on the Ground |
723 | Plane Strain Biot’s Consolidation of Multi-Layered Soils with Compressible Constituents |
731 | A Numerical Model for Predicting Pile Setup in Clay |
739 | Effect of Soil Disturbance on Consolidation Aided by Prefabricated Vertical Drains Installed in a Triangular Pattern |
747 | Numerical Simulation of T-Bar Penetration in Soft Clay |
755 | Effect of Spatial Variation of Soil Properties on the Slope Stability Analysis |
763 | Simulation of Cyclic Loading Tests for Asphalt Mixtures Using User Defined Models within Discrete Element Method |
771 | One-Dimension Consolidation of Double-Layered Foundation with Two-Level Load |
779 | Coupled Processes and Contaminant Transport Modeling Mapping Long Term Mean Groundwater Level Using Existing Water Well Data |
787 | Numerical Modelling of the Contaminant Transport through Stratified Soil |
795 | Two-Dimensional Contaminant Transport Modelling Using Meshless Method |
803 | Application of Evidence Theory to Quantify Uncertainty in Contaminant Transport Modeling |
811 | Mathematical Models to Control Saltwater Intrusion in Coastal Aquifers |
819 | Determination of Tailings Impoundment Capacity via Finite-Strain Consolidation Models |
827 | An Experimental Investigation of Consolidation-Induced Solute Transport |
835 | Influence of Membrane Behavior on Contaminant Transport through Geosynthetic Clay Liners |
843 | Intrinsic Sorptivity for Soils with Different Average Grain Size Diameters |
851 | Method for Visualizing Coupled Particle and Fluid Transport in Porous Media |
859 | Modeling of 2D Flow Using Transparent Aquabeads |
867 | Modeling of Multi-Phase Flow and Surfactant Flushing Using Transparent Aquabeads |
875 | Emerging Technologies and Uncertainty Modeling Empirical Model for Liquefaction Resistance of Soils Based on Artificial Neural Network Learning of Case Histories |
883 | Evaluating Slope Failures in Ali-shan, Taiwan by Artificial Neural Networks |
891 | Landslide Hazard Assessment: A Qualitative and a Knowledge-Based Technique |
899 | Slope Stability during Earthquakes: A Neural Network Application |
907 | Three-Dimensional Face Stability Analysis of Circular Tunnels by Numerical Simulations |
915 | Three-Dimensional Face Stability Analysis of Circular Tunnels by a Kinematical Approach |
923 | A Methodology for Applying Probability Theory to Unsaturated Hydraulic Properties as the Foundation for Seepage Analysis |
931 | Modeling the Creep Compliance of Asphalt Concrete Using the Artificial Neural Network Technique |
938 | Probabilistic Analysis of Soil Water Characteristic Curves from Sandy Clay Loam |
947 | Uncertainty Representation in Health Risk Assessment of Contaminated Sites |
955 | A Comparative Study of Ordinary Kriging and Support Vector Machine Models for the Spatial Variability of Rock Depth in Bangalore |
963 | Assessment of Soil Vulnerability to Heavy-Metal Contamination Using Hierarchical Fuzzy Inference System |
971 | Micro-Mechanics in Granular Media Effect of Sample Size and Shape on Critical State |
979 | Membrane Effects on Microstructure Evolution in 2D DEM Experiments |
987 | Accounting for Void Ratio Variation in Determination of Grain Size Distribution by Soil Column Image Processing |
995 | Numerical Modeling of Suspensions Using the Lattice Boltzmann Method |
1003 | Physical Model and Discrete Element Method Analysis of a Granular Platform Supported by Piles in Soft Soil |
1011 | Statistical Analysis of Unbound Subgrade Pressure Measurements |
1019 | Cell Size Effects in Characterizing Dry Quartz Sand Particles |
1027 | Effective Stress of Unsaturated Granular Soils in a Pendular State |
1033 | Effects of Force Field in Molecular Mechanics Simulation of Geo-Materials |
1041 | Prediction of Dynamic Modulus of Asphalt Concrete Using Two-Dimensional and Three-Dimensional Discrete Element Modeling Approach |
1049 | Visualization of Shear Band in Sand Using Synchrotron Micro-Tomography |
1057 | Temperature Gradient of RCC-AC Composite Pavements |
1067 | Environmental Geomechanics An Assessment of Alternative Cap Covers for the King Road Landfill |
1074 | Formulation for the THMC Analysis of Clayey Materials: Application to Radioactive Waste Disposal |
1082 | Thermal Conductivity of Soft Bangkok Clay |
1090 | Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay |
1098 | Unsaturated Soils under Non-Isothermal Conditions: Framework of a New Constitutive Model |
1105 | Yielding of Saturated Clays at Elevated Temperatures |
1114 | Indexes Subject Index A B C D E F |
1115 | G H I K L M N O P |
1116 | R S T |
1117 | U V W X |
1118 | Author Index A B C D |
1119 | E F G H I J K |
1120 | L M N O P Q R |
1121 | S T U V W X Y |