Geo-Frontiers 2011 : advances in geotechnical engineering

Content: Prediction of the Dynamic Soil-Pile Interaction under Coupled Vibration Using Artificial Neural Network Approach --
Predicting Pile Setup (Freeze) : A New Approach Considering Soil Aging and Pore Pressure Dissipation --
High-Strain Dynamic Load Testing at the Bahía San Vicente Bridge : Evaluation of Results against Design Values --
A Reusable Instrumented Test Pile for Improved Pile Design --
Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles --
Investigation of LRFD Resistance Factors with Consideration to Soil Variability along the Pile Length --
Geotechnical Aspects for Design and Performance of Floating Foundations --
Osterberg Cell Load Testing on Helical Piles --
Multi-Objective Foundation Optimization and Its Application to Pile Reuse --
Subsurface Conditions and Foundation Solutions for the New Yankee Stadium --
Helical Pile Acceptance Criteria, Design Guidelines and Load Test Verification --
Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles A New Dimension for Deep Foundations Seismic Performance --
Quantitative Support for a Qualitative Foundation Reuse Assessment Tool --
A New Model for Analysis of Laterally Loaded Piles --
Elastic Analysis of Laterally Loaded Rectangular Piles --
Lateral Deformation under the Side Slopes of Piled Embankments --
Interpretation of Lateral Load Test of Batter Pile Group Using High Order Polynomials Curve Fitting --
The Geotechnical Challenges Facing the Offshore Wind Sector --
Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems --
Site Monitoring and Development of Real-Time Monitoring Program for New Pneumatic Caisson Construction --
Use of Settlement Reducing Auger Cast-in-Place Pile Below a Mat Foundation --
Field Measurements and Predictions of Concrete Temperatures in Large Diameter Drilled Shafts in Hawaii --
Comparison of Drilled Shaft Design Methods for Drilled Shafts in Sand, Coarse Gravel and Cobble Soils --
Design and Construction of Drilled Shaft Foundations for the Phoenix Sky Train Project --
Tensile Response of Pile Groups under Compression Part 1 : Experimental Investigations --
Tensile Response of Pile Groups under Compression Part 2 : Analysis --
Behavior of Driven Piles in the Arabian Gulf Consequences of Imperfections and Lessons Learned --
Shaft Resistance of Piles in Normally Consolidating Marine Clay Subjected to Compressive and Uplift Load --
Performance Data Collected from Instrumentation on a Mn/DOT Bridge Abutment Foundation Subject to Downdrag --
Combined Analysis of Footing and Piles --
On Shallow Foundation Design along the Coast of Qatar --
Numerical Analysis of Soil Stress Distribution Under Restrained and Eccentrically Loaded Footings Considering Soil Strength --
Concepts and Problems in the Design of Foundations Subjected to Vibrations --
Influence of Inclined Bedrock on Undrained Bearing Capacity of Shallow Strip Foundations --
Bearing Capacity of Embedded Strip Footings in Two-Layered Clay Soils --
Settlement Behavior of New Primary Crusher Foundation --
Seismic Interference Effect of Two Nearby Square Footings --
Performance Monitoring of Structures Founded on Coastal Plain Sediments in the SE United States --
A New Approach for Non-Linear Load-Settlement Assessment of Shallow Foundations --
Influence of Existing or Newly Constructed Pile on Flexible Circular Footing Settlement --
Full Scale Footing Load and Settlement Response Case Study --
Selection of Material Used for Thermopiles for Recycling Heat within a Building --
In-Situ Testing of a Heat Exchanger Pile --
Foundation Design for Installing Solar Harvesting Systems on Closed Landfills --
Preliminary Observations from Laboratory Scale Model Geothermal Pile Subjected to Thermo-Mechanical Loading --
Numerical Back-Analysis of Energy Pile Test at Lambeth College, London --
Design and Operational Considerations of Geothermal Energy Piles --
Energy Foundations Potential for Ireland --
A Method for the Geotechnical Design of Heat Exchanger Piles --
Study of Thermal Properties of a Basaltic Clay --
Impact of Heat Exchange on Side Shear in Thermo-Active Foundations. Thermal Conductivity Evaluation of a Pile Group Using Geothermal Energy Piles --
Full Scale Trial Embankment Test Acceleration of Consolidation Using the Rammed Aggregate Pier (RAP) System --
Stress Corrosion Cracking and Delayed Increase in Penetration Resistance after Dynamic Compaction of Sand --
Case Histories-Based Evaluation of the Deep Dynamic Compaction Technique on Municipal Solid Waste Sites --
Influence of Granular Soil Constitutive Model When Simulating the Behavior of Geosynthetic Encased Columns --
Lateral Displacements in Soft Soil Due to Installation of Vibro-Stone Columns Using the Dry Method --
Mitigation of Liquefaction Potential Using Rammed Aggregate Piers --
Consolidation of Ground with Partially Penetrated PVDs Combined with Vacuum Preloading --
Statistical Analysis for Strength Variation of Deep Mixing Columns in Singapore --
Centrifuge Investigation of Seismic Behavior of Pile Foundations in Soft Clays --
Numerical Analysis to Study the Scale Effect of Shallow Foundation on Reinforced Soils --
Theoretical Analysis and Numerical Simulation of Vacuum Preloading in Combination with Electro-Osmosis Consolidation --
Drained and Undrained Response of Soft Clays Reinforced with Fully Penetrating Sand Columns --
Compaction Grouting as Ground Modification in Karst Geology --
Evaluation of Two Vacuum Preloading Techniques Using Model Tests --
Permanent Strain of Randomly Oriented Fiber Reinforced Rural Road Subgrade Soil under Repetitive Triaxial Loading --
Effect of High Molar NaOH Solutions on Fly Ash --
Compressive Strengths of Silicified Coarse and Fine Grained Soils --
Undrained Shearing Properties of Sand Permeated with a Bentonite Suspension for Static Liquefaction Mitigation --
Effect of a Cationic Surfactant on the Behavior of Acrylamide Grout and Grouted Sand --
The Effect of Freezing-Thawing Cycles on Performance of Fly Ash Stabilized Expansive Soil Subbase --
Effect of Polypropylene Fibre on the Strength Characteristics of Lightly Cemented Clayey Soil Mixtures --
Geogrids Enable Site Access at Large Wind Farm Technical Details and Case Study --
New Jersey Turnpike, Interchange 16W : Embankments over Deep Soft Compressible Clays in the Meadowlands --
Numerical Modeling of Dynamic Compaction in Cohesive Soils --
The Characteristics of PVD Smear Zone --
Mass Stabilization for Settlement Control of Shallow Foundations on Soft Organic Clayey Soils --
Design and Construction of a Lightweight Material Embankment Supported on Timber Piles through a Load Transfer Platform --
Stabilization of Soils with Portland Cement and CKD, and Application of CKD on Slope Erosion Control --
The Arching Phenomena Observed in Experimental Trap Door Model Tests --
A Generalized Formulation of the Adapted Terzaghi Method of Arching in Column-Supported Embankments --
Ground Improvement with Mechanically Stabilized Earth and Steep Surcharge Slopes near Existing Structures --
Introduction to the Development of an Information Management System for Soil Mix Technology Using Artificial Neural Networks --
Numerical Simulations and Parametric Study of SDCM and DCM Piles under Full Scale Axial and Lateral Loads --
Modeling of Heavy Metals Transport in High Acid Buffering Soil during Electrokinetic Remediation --
Freeman's Bridge Road Site Remediation Using Thermal Desorption --
Geo-environmental Approaches for the Remediation of Acid Sulphate Soil in Low-Lying Floodplains --
An Experimental Setup for Electromagnetic Stimulation of Geoenvironmental Applications --
Surfactant-Bimetallic Nanoparticle Colloidal Solutions to Remediate PCE Contaminated Soils --
Molecular Dynamics (MD) Simulation of the Swelling Behavior of Organoclays --
Testing the Efficiency of a Reactive Core Mat to Remediate Subaqueous, Contaminated Sediments --
Chemical Leaching Assessment and Durability Evaluation of Cement Stabilized Zinc Contaminated Kaolin Clay --
Compacted Foundry Sand Treated with Bagasse Ash as Hydraulic Barrier Material. Diffusive Behavior of a Compacted Cemented Soil as Containment Barrier for Industrial and Mining Waste --
A Sustainable Mineral Barrier Option --
Fly Ash as a Barrier Material --
Influence of IMC, Spacing and Voltage on the Effectiveness of Electro-Kinetic Phenomena of Soil Stabilization --
Alternative Laboratory Technique to Monitor the Effect of Cementing Additives on Clay for Cut-Off Walls --
Impact of Desiccation and Cation Exchange on the Hydraulic Conductivity of Factory Prehydrated GCLs --
Composite Slurry Wall and Liner A Full Scale Test --
Design Criteria and Construction of a Capillary Barrier Cover System : The Rocky Mountain Arsenal Experience --
Detecting Defects in Geomembranes of Landfill Liner Systems A Durable Electrical Method --
Monitoring the Temperature in a Sanitary Landfill in Tehran --
Elevated Temperature Effects on Geotextile-Geomembrane Interface Strength --
Application of Thermal Insulation in Landfill Liners --
Reaction and Combustion Indicators in MSW Landfills --
Landfill Temperatures under Variable Decomposition Conditions --
Leaching of Chromium Metal from High Carbon Fly Ash Stabilized Highway Base Layers --
Batch Leaching Test Focusing on Clod Size of Drinking Water Sludge and Applicability to Long-Term Prediction Using Column Leaching Test --
Toxin Leachability from Coal Fly Ash Utilized in Synthetic Lightweight Aggregates --
Analytical Model for Stress-Strain Response of Plastic Waste Mixed Soil --
Leaching Behavior and Mechanisms Controlling the Release of Elements from Soil Stabilized with Fly Ash --
Shear Strength and Stiffness of Expansive Soil and Rubber (ESR) Mixtures in Undrained Axisymmetric Compression --
Diffusion of Volatile Organic Compounds through an HDPE Geomembrane --
Migration of PCBs through a Composite Liner System --
Sorption and Diffusive Transport of PBDE through an HDPE Geomembrane --
Physical Response of Geomembrane Wrinkles near GCL Overlaps --
Characterization of Lime and Gypsum Amended Class F Fly Ashes as Liner Materials --
Reconstituted Coal Ash Stabilization of Reclaimed Asphalt Pavement --
Efficient and Beneficial Use of Industrial By-Products in Concrete Technology --
Desiccation Effect on Compacted Tropical Clay Treated with Rice Husk Ash --
Consolidation Characteristics of Soils Stabilized with Lime, Coal Combustion Product and Plastic Waste --
Laboratory Measurement of the Dynamic Properties of Fly Ash --
Experimental Study of Reservoir Siltation as CLSM for Backfill Applications --
Determination of Shear Strength Parameters of Municipal Solid Waste (MSW) by Means of Static Plate Load Tests --
Investigation of Strength and California Bearing Ratio Properties of Natural Soils Treated by Calcium Carbide Residue --
Investigating the Potential for Producing Fired Bricks from Savannah Harbor Dredged Sediment --
Engineering Characteristics of Compost Used for Erosion and Sedimentation Control --
Sustainable Use of Lignocellulosic Biorefineries Co-Products in Geotechnical Bulk Applications : Comparative Analysis of Lab Data --
Performance of a Waste Cell in Cold Climate Operated as an Anaerobic Landfill Bioreactor --
Geopolymerization of Red Mud and Fly Ash for Civil Infrastructure Applications --
Chrome Steel from Chromium Ore Processing Residue --
Plastic Waste as an Effective Stormwater Best Management Practice --
Mitigating Leachability from Fly Ash Based Geopolymer Concrete Using Recycled Concrete Aggregate (RCA) --
Suitability of Using Recycled Glass Crushed Rock Blends for Pavement Subbase Applications --
Production of Segmental Retaining Wall Units from Recycled Mixed Glass and Plastic --
Sustainable Utilization of Stone Slurry Waste in the West Bank --
Valorization of Stabilized River Sediments in Self Compacting Materials --
Study on the Engineering Properties of the Stabilized Mucky Clay as Backfill Material in Highway Embankment Projects --
Hydraulic Conductivity of Bentonite Grouted Sand --
Laboratory Study of Steady-State Vertical Infiltration in Layered Soils --
Effects of Unsaturated Hydraulic Properties of Municipal Solid Waste on Moisture Distribution in Bioreactor Landfills --
Determination of Waste Properties from Settlement Behaviour of a Full Scale Waste Cell Operated as a Landfill Bioreactor. Variation of Shear Strength Properties with the Organic Fraction in Unsaturated Synthetic Municipal Solid Waste --
Field Experiment on Remediation of Municipal Solid Waste Dumping Site by Combining Air Injection and Leachate Recirculation --
Measurement of Unsaturated Hydraulic Properties of Municipal Solid Waste --
Exposed Geomembrane Cover Design : A Simplified Design Approach --
Patch Extrusion Welding of an Evaporation Pond as a Geomembrane Failure Mechanism A Case History --
Alternative Anchorage Methodology for Exposed Geomembrane Installations with Flexible Solar --
Evaluation of Soil Erosion in the Area of Kallmet "Lezha District" --
In Situ Assessment of Scour Potential with Depth Using Jetting Approach --
The Effect of Exopolymers and Void Ratio on the Erosional Resistance of Cohesive Sediments --
Analyses, Simulations and Physical Modeling Validation of Levee and Embankment Erosion --
Determination of Unknown Foundation of Bridges for Scour Evaluation Using Artificial Neural Networks --
Damage of Cast-Iron Subway Tunnels under Internal Explosions --
Modeling of Surface Blast Effects on Underground Structures --
Engineering Properties Determination of In-Situ Glacial Till and Lacustrine Silt associated with Remediation of Deep Seated Abutment Movement Downstream of Nesbitt Dam --
Deterministic Seismic Hazard Analysis of a Highway Sector with GIS --
Parameter Estimation and Uncertainty Analysis for Rainfall Infiltration in Unsaturated Soils Using a Bayesian Approach --
Equivalent Granular State Parameter in Predicting Different Forms of Cyclic Liquefaction Behaviour of Sand with Fines --
Real-time Structural Health Monitoring of Landslides and Geotechnical Assets with ShapeAccelArrays --
Combined Seepage and Slope Stability Analysis of Rapid Drawdown Scenarios for Levee Design --
A Geologic Framework for Evaluating West-Central Florida Sinkholes --
Numerical Study on the Parameter Sensitivity of Land Subsidence Caused by Groundwater Withdrawal --
Physical Model Test of Land Subsidence Caused by Groundwater Withdrawal --
Prediction of Land Subsidence Using a Proposed Consolidation-Seepage-Creep Coupling Model --
A Case History and Finite Element Modeling of a Culvert Failure --
Slow-Moving Landslides in East Honolulu --
Evaluation of Landslide Prevention Works for Seismic Loading --
Modeling the Onset of Shallow Landslides in Partially Saturated Slopes Subjected to Rain Infiltration --
Coupled Hydrogeological and Geomechanical Modelling for the Analysis of Slowly-Moving Landslides --
Characteristic Features of Deep-Seated Landslides in Mid-Nepal Himalayas Spatial Distribution and Mineralogical Evaluation --
Shallow Landslide Repair Analysis Using Ballistic Soil Nails : Translating Simple Sliding Wedge Analyses into PC-Based Limit Equilibrium Models --
Monitoring Movements at an Active Landslide in Western Pennsylvania : Application to Design and Implementation of a Stabilization Plan --
Development and Application of an Optical Fiber Sensor Based In-Place Inclinometer for Geotechnical Monitoring --
Subsurface Geo-Event Monitoring Using Wireless Sensor Networks --
Damage Detection and Health Monitoring of Buried, Segmental Concrete Pipes --
Instrumentation and Monitoring of a Four-Story Earth-Retaining Concrete Building --
Sensors, Monitoring, and Health Assessment in the Undergraduate Curriculum --
Advanced Site Monitoring and Characterization of Site Dynamic Properties --
A New Method of Reducing Liquefaction Susceptibility through Pore Water Modification --
Site-Specific Seismic Analyses for Deep, Stiff Clay Jakarta Site, Indonesia --
Comparison of Strain Controlled and Stress Controlled Tests in Evaluation of Fines Content Effect on Liquefaction of Sands An Energy Approach --
Mitigation of Existing Structure Settlement by Sheet Pile Walls When Liquefaction --
Pseudo-Static Uplift Capacity of Horizontal Strip Anchors --
Seismic Hazard Analysis for Retrofitting of Mashhad Power Plant against the Earthquake --
Use of Ambient Vibration Measurements to Infer Dynamic Properties of Poorly Characterized Old Earth Dams A Case History from Puerto Rico --
Effect of Rainfall on Performance of Reinforced Earth Wall --
Geotextile Drains in Road Sections Subjected to Unsaturated Conditions. Seasonal Effects on the Dynamic Deformation of Geosynthetic-Reinforced Pavements --
Introduction to Concrete Protection Liners --
Refurbishment of Buried Assets Using CPL Technology --
Corrosion Protection Lining (CPL) for the Deep Tunnel Sewer System in Singapore A Case History --
Manufacture of Concrete Pipes Using CPL Technology --
Correlation between Needlepunch-Reinforced Geosynthetic Clay Liner Peel Strength and Internal Shear Strength --
Advances in Geosynthetic Clay Liners : Polymer Enhanced Clays --
Retention of Heavy Metals in Conventional and Factory-Prehydrated GCLs Materials --
Geophysical Methods Applied to Characterize Landfill Covers with Geocomposite --
Membrane Behavior in Geosynthetic Clay Liners --
Influence of Geofibers on the Performance of Landfill Cap Covers : Centrifuge Study --
Seismic Analysis of a Geosynthetic Liner System --
Comparing Measured Hydraulic Conductivities of a Geotextile Polymer Coated GCL Utilizing Three Different Permeameter Types --
Geosynthetic Clay Liners Containing Bentonite Polymer Nanocomposite --
Dynamic Shear Response of a Geomembrane/Geosynthetic Clay Liner Interface --
SEM Study of Mineralogical Changes to GCLs Following Permeation by Strongly Alkaline Leachates --
On GCL's Gas Permeability for Modelling of Gas Leakage Rate through GM/GCL Composite Liner Due to a Defect in the Geomembrane --
Improving Performance of Geosynthetics for Containment of Volatile Organic Compounds through the Use of Ethylene Vinyl Alcohol (EVOH) --
PVC Geomembrane Research Negates Film Tearing Bond Requirement --
Laboratory Evaluation of Select Retention Criteria for Cyclic Flow Conditions --
Degradation of Exposed LLDPE and HDPE Geomembranes: A Review --
Sorption and Diffusion of BTEX through Thin-Film EVOH --
Confining Stress Effects on the Stress-Strain Response of EPS Geofoam in Cyclic Triaxial Tests --
Viscoelastic Contact Characteristics of Soil-Geomembrane Interfaces --
Turn-Key Dewatering Management: Design, Feasibility and Operations --
Dewatering Rock Crushing Fines Using Geotextile Tubes --
Investigations of Geotextile Tube Dewatering --
Canal Do Fundão Contaminated Sediments GDT Analysis Versus Actual Full Scale Project Results --
A Comparison of Test Methods Adopted for Assessing Geotextile Tube Dewatering Performance --
The Value of Chemical Conditioning with Geotextile Tube Dewatering --
The Confinement Effect of Different Geogrids 3 : The Development of an Index Test for the Omniaxial Testing of the Tensile Properties of Geogrids --
The Effects of Chlorine on Very Low Density Thermoplastic Olefins --
Development of Sensor-Enabled Geosynthetics (SEG) for Health Monitoring of Reinforced Soil Structures --
Development and Evolution of Key Industry Dewatering Tests (HBT, Cone, RDT, GDT) and Their Accuracy in Predicting Full Scale Results --
Effects of Specimen Size in Transmissivity Tests of Biplanar Geonets and Geocomposites --
Engineering Performance Evaluation of Surface Modified Nonwoven Geotextiles --
Accelerated Flow Testing of Geosynthetic Drains --
Evaluation of Final Cover Systems and the Importance of a Geocomposite Layer on the Predicted Performance --
Influence of Bedding Conditions on the Behavior of Geotextile Filters --
Case History on Defined Sump Floating Cover System, MWD Southern California, Skinner Water Treatment Plant --
The Development of Small Fabricated Geomembrane Biogas Covers --
Design and Use of Floating Covers to Prevent Mixing of Rain Water and Leachate in Collection Ponds --
Assessment of the Coefficient of Lateral Earth Pressure at Rest (K0) from Seismic Piezocone Tests (SCPTU) --
Cylindrical Cavity Expansion Analysis of Variable Penetration Rate Cone Penetration Testing Using an Anisotropic Soil Model --
Comparison of Predicted Cyclic Resistance Ratios from CPT, DMT, and Shear Wave Velocity Tests in Griffin, Indiana --
Use of CPT Profiles to Evaluate Strength Gain and Estimate Local Settlement --
Shear Wave Velocity Testing Using a Seismic Cone Penetrometer in Bentonite Backfilled Boreholes in Hawaii --
Equivalent Quasi-Static Estimation of Dynamic Penetration Force for near Surface Soil Characterization --
Improved Geotechnical Analysis through Better Integration and Dynamic Interaction between Site Characterization and Analytical Theory --
Characterization of Fluvial Sand Deposits on Floodplain of Ohio River --
The Panama Canal's Third Set of Locks Project: Geologic Setting and Site Characterization --
GIS-GPS Based Map of Soil Index Properties for Mumbai --
A Case Study of Complex Site Characterization of the Honolulu Transit Corridor Project in Honolulu, Hawaii --
Practical Visual Presentation Approach for CPT-Based Soil Characterization and Modeling --
Effect of Initial Placement Conditions on Swelling Characteristics of Expansive Soils --
Evaluation of Level of Risk for Structural Movement Using Expansion Potential --
Consolidation and Permeability of Clay Minerals Expansive to Non-Expansive. Lessons Learned from Distress of Foundations on Expansive Clays in the Active Zone --
Case Study of Settlement of a Foundation on Expansive Clay Due to Moisture Demand of Trees --
A Case History of Expansive Clays in Southwest Puerto Rico --
Field Verification of Stabilized Soil Strength --
Effect of Climate Conditions on the Cracking of a Highway Retaining Wall Supported in the Active Zone --
Case Studies on Water Pipeline Failures in the Active Zone --
Influence of Seasonal Changes on Inclined Load Tests on Drilled Shafts --
Field Compaction Verification Using a New Surface Penetrometer (SP-CIGMAT) during Construction --
In-Situ Experimental Study on SDC Grouting in Shanghai Saturated Soft Clay --
Characterization of Karst Terrain Using Electrical Resistivity Imaging Technique --
Characterization of Heavy Metal Contamination in Soil Using XRF --
An Initial Pilot Scale Geophysical Investigation of a Waste Disposal Site in Kuwait --
Impact of Using Measured v. Corrected Tip Resistance Values in PCPT-Based Soil Characterization and Modeling --
Influence of Poisson's Ratio on Surface Wave Near-Field Effects --
Evaluation of Unconfined Compression Area Correction Methods for Cementitious and Fiber Stabilized Fine Grained Soils --
Comparison of Hand Held Gage and Unconfined Compression Results in Low Strength Cementitious Stabilized Materials --
The Elusive Load Transference of Stratified Rock Roof --
Effect on Cyclic Response and Liquefaction Resistance Due to De-Saturation of Sand --
Universal Calibration Device for Pressure Transducer Calibration --
Influence of Leaching on Volume Change of a Gypseous Soil --
Large Scale Constrained Modulus Test : Constrained Modulus of Crushed Rock Test Results --
Spatial Variation and Correlation between Undrained Shear Strength and Plasticity Index --
Moisture Effects on Two Crushed Limestone Aggregates --
Effects of Piston Uplift, Piston Friction, and Machine Deflection in Reduced Triaxial Extension Testing --
Evaluation of Soil Properties for Culvert Load Rating Applications --
Joint States of Information from Different Probabilistic Calibrations of Undrained Shear Strength of Submarine Clays --
Engineering Properties of Unstabilized Compressed Earth Blocks --
Influence of Sand Content on the Stress-Strain Behavior of Silicon Sand Mixed Bentonite in CRS Condition --
Undrained Strength Characteristics of Compacted Bentonite/Sand Mixtures --
Influence of Cell Pressure on Clay Volume under Suction Control --
Characterization of Field Compacted Soils (Unsoaked) Using the California Bearing Ratio (CBR) Test --
Simplified Approach of Modelling the Compressibility Behaviour of Unsaturated Soil --
Prediction of Swell-Shrink Movements of Pavement Infrastructure --
A Survey of Soil-Reinforcement Interface Friction --
Seasonal Moisture Fluctuations in the Active Zone in a Humid-Subtropical Climate --
Effect of an Anionic Surfactant on the Clayey Soil Suction Behavior --
Evaluation of a Centrifuge Consolidation Technique for Preparation of Direct Simple Shear Samples --
Effect of Shearing Speed on Residual Shear Strength of Natural Soil Obtained from Mudstone --
Effects of Different Pressure Increment Rations on One Dimensional Consolidation --
Investigation and Identification of Subsidence Problems at Hilo Harbor, Hawaii Using Geophysical Methods --
Characteristics and Engineering Properties of Peaty Soil Underlying Cranberry Bogs --
Computational Method for Determining Voids under Concrete Slabs through FWD Deflections --
Technical Improvements in Dipole Geoelectric Survey Methods --
Studying Consolidation Characteristics of Ohio Clays Using GIS --
P-Wave Reflection Imaging of a Cast-In-Steel-Shell Bridge Foundation --
Engaging Students with Diverse Learning Styles in Large Geotechnical Engineering Classes --
Use of Student-Created Videos to Enhance Undergraduate Learning --
Teaching Retaining Wall Design with Case Histories --
America's Research-Active, Geotechnical Faculty Members An Investigation of National Science Foundation Funding Trends --
Undergraduate Research Models Applicable for Geotechnics --
GIS for Geotechnical Decision Making: Visualization of Cut-Off Wall Construction Data --
Advantages of Firmly Bonded Nonwoven / Geogrid Composites in Roadway and Pavement Systems --
Physical and Grain Sized Characterization of the Wastes Generated in the Civil Construction in the City of Recife --
Reducing Risks to Tailings Storage Facilities through In-Line Flocculant Addition --
Study on the Law of Grout Pressure Dissipation in Simultaneous Backfill Grouting during Shield Tunneling in Soft Soils --
Geotechnical Challenges in Freeway Widening Project Case Study --
Simplified Reliability-Based Geotechnical Investigation and Design of Transmission Lines --
Reliability Based Underseepage Analysis in Levees Using Monte Carlo Simulation --
Statistically-Based Specifications for Crushing Resistance of Gravel Surface Course for the Crawlerway at Kennedy Space Center --
Statistical Analysis of Cone Penetration Tests and Soil Engineering Parameters at the National Geotechnical Experimentation Clay Site, Texas A & M University --
Influence of Strain Localization on Reliability Based Design of Bridge Abutments Using Pseudo-Dynamic Method --
Geotechnical Risk and Reliability Evaluation of the Levees Protecting the City of Sacramento, California --
Variability Analysis of Undrained Shear Strength for Reliability-Based Design --
An Innovative Technology to Control Groundwater during Excavation over Confined Aquifer --
Comparative Dewatering Performance of Slurries Conditioned with Synthetic Polymers vs. Eco-Friendly Polymers --
Geosynthetic Filters for Water Quality Improvement of Urban Stormwater Runoff --
Development of a Stormwater Control Measure Microcosm to Measure Evapotranspiration --
Simulating Seismic Response of a Large Tower Structure. Soil/Geogrid Behavior Subjected to Cyclic Loading --
Seismic Response of Peaty Organic Soils as a Levee Foundation Material --
Dynamic Passive Pressures on a Foundation with a Dense Sand Backfill --
Experimental Multi-Modal Foundation Vibrations and Comparison with Benchmark Half-Space Solutions --
Dynamic Soil-Structure Interaction of High-G Centrifuge Foundation --
Seismic Behavior of Tailings Dam Using FLAC3D --
Seismic Design Approach for Large Counterfort Wall Retaining Structures --
Experiments and Numerical Analyses for Spillway on Small Earth Dam Subjected to Simple Shear --
EPS Seismic Buffers for Earthquake Load Attenuation against Rigid Retaining Walls --
Earthquake Response of a Gravity Retaining Wall with Geofoam Inclusion --
Seismic Deformation Analysis for Risk Assessment of Embankment Dams --
Using Geotextiles to Repair Cracked Earth Dams --
The Effect of Changing the Geometry and Compaction Degree on Arching of Earth Dams --
Behavior of a Trial Embankment with Reinforced Steep Slope and Mechanically Stabilized Earth Wall: A Numerical Analysis --
Seepage Analysis for Shurijeh Reservoir Dam Using Finite Element Method --
Lessons Learned from Failures : The Wall of Shame --
Error Analysis of Predicted Seismic Displacement of Earth Dams Using Simplified Sliding Block Methods --
Use of Geocell Reinforced Load Transfer Platforms over Vertical Columns --
Ageing Effects on the Mechanical Properties of Forty Years Old Embankment Soil --
Serviceability Limits for Basal Reinforced Embankments Spanning Voids --
Numerical Model Studies of Deep Soil Mixing (DSM) Column to Mitigate Bridge Approach Settlements --
Case Study-Railway Embankment Widening for CN Rail & GO Transit --
Case History of Roadway Embankment Construction over Very Weak Clay --
Deep Excavation Project under High Ground Water Table --
The Use of Reliability Analyses in the Design of Deep Excavations in Soft Clay, Fargo, North Dakota, USA --
Lessons Learned from Construction of Two LNG Cryogenic Sumps --
Deformation Behavior of Retaining Walls in Deep Excavations in Suzhou Subway Line 1 of China --
San Antonio Convention Center : Anchored Diaphragm Wall for Temporary Shoring and Permanent Below Grade Structural Wall --
Difficult Excavations and Foundations for Buildings on Soft Soils in Bogotá --
Installation and Performance of a Steel Sheet Pile Wall for Supporting an Excavation in Urban Environment --
Transparent Soil Model Tests and FE Analyses on Tunneling Induced Ground Settlement --
Evaluation of Jet Grout Formation in Soft Clay for Tunnel Excavation --
Subsurface Characterization and Geotechnical Design for a Cut-and-Cover Tunnel in Soft Ground in San Francisco --
Case Study of a Foundation Improvement beneath MSE Walls for a Highway Embankment --
Stand Alone and Combined Technologies for MSE Walls : State of Practice for Compressible Soils --
LRFD Calibration of Steel Reinforced Soil Walls --
The Geotechnical Engineer's Role in Design/Construction of MSE Retaining Walls --
Maccaferri Terramesh System, Gabion Face MSE Walls at ST. Anthony Falls (I-35W) Bridge --
Observing and Improving the Performance of Two-Stage Mechanically Stabilized Earth (MSE) Walls --
Narrow Shored Reinforced Earth Wall with Friction-Based Reinforcing Strip Connection, as an Innovative Solution to Expand Urban Highways --
Comparing the Seismic Responses of Single- and Multi-Tiered Geosynthetic Reinforced Soil Walls --
Failure of VERT Wall System : Forensic Evaluation and Lessons Learned --
Geosynthetic Enabled with Fiber Optic Sensors for MSE Bridge Abutment Supporting Shallow Bridge Foundation --
Numerical Study on Effects of the Number of Reinforcement Layers for Reinforced-Sand Retaining Wall --
Long-Term Monitoring of a Drilled Shaft Retaining Wall in Expansive