GSP 211 contains 496 peer-reviewed papers, describing describe advances in research and application of geotechnologies, presented at Geo-Frontiers 2011, held in Dallas, Texas, March 13-16, 2011.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | Foundations and Ground Improvement Deep Foundations I Prediction of the Dynamic Soil-Pile Interaction under Coupled Vibration Using Artificial Neural Network Approach <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | Predicting Pile Setup (Freeze): A New Approach Considering Soil Aging and Pore Pressure Dissipation <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | High-Strain Dynamic Load Testing at the Bahia-San Vicente Bridge: Evaluation of Results against Design Values <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | A Reusable Instrumented Test Pile for Improved Pile Design <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | Investigation of LRFD Resistance Factors with Consideration to Soil Variability along the Pile Length <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | Deep Foundations II Geotechnical Aspects for Design and Performance of Floating Foundations <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | Osterberg Cell Load Testing on Helical Piles <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | Multi-Objective Foundation Optimization and Its Application to Pile Reuse <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | Subsurface Conditions and Foundation Solutions for the New Yankee Stadium <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | Helical Pile Acceptance Criteria, Design Guidelines, and Load Test Verification <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles\u2014A New Dimension for Deep Foundations Seismic Performance <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | Quantitative Support for a Qualitative Foundation Reuse Assessment Tool <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | Deep Foundations III A New Model for Analysis of Laterally Loaded Piles <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | Elastic Analysis of Laterally Loaded Rectangular Piles <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | Lateral Deformation under the Side Slopes of Piled Embankments <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Interpretation of Lateral Load Test of Batter Pile Group Using High Order Polynomials Curve Fitting <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | The Geotechnical Challenges Facing the Offshore Wind Sector <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | Deep Foundations IV Site Monitoring and Development of Real-Time Monitoring Program for New Pneumatic Caisson Construction <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | Use of Settlement Reducing Auger Cast-in-Place Pile below a Mat Foundation <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | Field Measurements and Predictions of Concrete Temperatures in Large Diameter Drilled Shafts in Hawaii <\/td>\n<\/tr>\n | ||||||
| 261<\/td>\n | Comparison of Drilled Shaft Design Methods for Drilled Shafts in Sand, Coarse Gravel, and Cobble Soils <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | Design and Construction of Drilled Shaft Foundations for the Phoenix Sky Train Project <\/td>\n<\/tr>\n | ||||||
| 281<\/td>\n | Deep Foundations V Tensile Response of Pile Groups under Compression Part 1: Experimental Investigations <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | Tensile Response of Pile Groups under Compression Part 2: Analysis <\/td>\n<\/tr>\n | ||||||
| 302<\/td>\n | Behavior of Driven Piles in the Arabian Gulf\u2014Consequences of Imperfections and Lessons Learned <\/td>\n<\/tr>\n | ||||||
| 312<\/td>\n | Shaft Resistance of Piles in Normally Consolidating Marine Clay Subjected to Compressive and Uplift Load <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | Performance Data Collected from Instrumentation on a Mn\/DOT Bridge Abutment Foundation Subject to Downdrag <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | Design of Shallow Foundations under Non-Uniform Loading and Subsurface Conditions I Combined Analysis of Footing and Piles <\/td>\n<\/tr>\n | ||||||
| 342<\/td>\n | On Shallow Foundation Design along the Coast of Qatar <\/td>\n<\/tr>\n | ||||||
| 352<\/td>\n | Numerical Analysis of Soil Stress Distribution under Restrained and Eccentrically Loaded Footings Considering Soil Strength <\/td>\n<\/tr>\n | ||||||
| 361<\/td>\n | Concepts and Problems in the Design of Foundations Subjected to Vibrations <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | Influence of Inclined Bedrock on Undrained Bearing Capacity of Shallow Strip Foundations <\/td>\n<\/tr>\n | ||||||
| 381<\/td>\n | Bearing Capacity of Embedded Strip Footings in Two-Layered Clay Soils <\/td>\n<\/tr>\n | ||||||
| 391<\/td>\n | Design of Shallow Foundations under Non-Uniform Loading and Subsurface Conditions II Settlement Behavior of New Primary Crusher Foundation <\/td>\n<\/tr>\n | ||||||
| 401<\/td>\n | Seismic Interference Effect of Two Nearby Square Footings <\/td>\n<\/tr>\n | ||||||
| 411<\/td>\n | Performance Monitoring of Structures Founded on Coastal Plain Sediments in the SE United States <\/td>\n<\/tr>\n | ||||||
| 421<\/td>\n | A New Approach for Non-Linear Load-Settlement Assessment of Shallow Foundations <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | Influence of Existing or Newly Constructed Pile on Flexible Circular Footing Settlement <\/td>\n<\/tr>\n | ||||||
| 441<\/td>\n | Full Scale Footing Load and Settlement Response Case Study <\/td>\n<\/tr>\n | ||||||
| 449<\/td>\n | Energy Foundations I Selection of Material Used for Thermopiles for Recycling Heat within a Building <\/td>\n<\/tr>\n | ||||||
| 459<\/td>\n | In Situ Testing of a Heat Exchanger Pile <\/td>\n<\/tr>\n | ||||||
| 469<\/td>\n | Foundation Design for Installing Solar Harvesting Systems on Closed Landfills <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | Preliminary Observations from Laboratory Scale Model Geothermal Pile Subjected to Thermal-Mechanical Loading <\/td>\n<\/tr>\n | ||||||
| 489<\/td>\n | Numerical Back-Analysis of Energy Pile Test at Lambeth College, London <\/td>\n<\/tr>\n | ||||||
| 499<\/td>\n | Design and Operational Considerations of Geothermal Energy Piles <\/td>\n<\/tr>\n | ||||||
| 509<\/td>\n | Energy Foundations II Energy Foundations\u2014Potential for Ireland <\/td>\n<\/tr>\n | ||||||
| 519<\/td>\n | A Method for the Geotechnical Design of Heat Exchanger Piles <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | Study of Thermal Properties of a Basaltic Clay <\/td>\n<\/tr>\n | ||||||
| 537<\/td>\n | Impact of Heat Exchange on Side Shear in Thermo-Active Foundations <\/td>\n<\/tr>\n | ||||||
| 548<\/td>\n | Thermal Conductivity Evaluation of a Pile Group Using Geothermal Energy Piles <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | Ground Improvement I Full Scale Trial Embankment Test\u2014Acceleration of Consolidation Using the Rammed Aggregate Pier (RAP) System <\/td>\n<\/tr>\n | ||||||
| 568<\/td>\n | Stress Corrosion Cracking and Delayed Increase in Penetration Resistance after Dynamic Compaction of Sand <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | Case Histories-Based Evaluation of the Deep Dynamic Compaction Technique on Municipal Solid Waste Sites <\/td>\n<\/tr>\n | ||||||
| 588<\/td>\n | Influence of Granular Soil Constitutive Model when Simulating the Behavior of Geosynthetic Encased Columns <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | Lateral Displacements in Soft Soil Due to Installation of Vibro-Stone Columns Using the Dry Method <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | Mitigation of Liquefaction Potential Using Rammed Aggregate Piers <\/td>\n<\/tr>\n | ||||||
| 616<\/td>\n | Consolidation of Ground with Partially Penetrated PVDs Combined with Vacuum Preloading <\/td>\n<\/tr>\n | ||||||
| 625<\/td>\n | Ground Improvement II Statistical Analysis for Strength Variation of Deep Mixing Columns in Singapore <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | Centrifuge Investigation of Seismic Behavior of Pile Foundations in Soft Clays <\/td>\n<\/tr>\n | ||||||
| 644<\/td>\n | Numerical Analysis to Study the Scale Effect of Shallow Foundation on Reinforced Soils <\/td>\n<\/tr>\n | ||||||
| 654<\/td>\n | Theoretical Analysis and Numerical Simulation of Vacuum Preloading in Combination with Electro-Osmosis Consolidation <\/td>\n<\/tr>\n | ||||||
| 665<\/td>\n | Drained and Undrained Response of Soft Clays Reinforced with Fully Penetrating Sand Columns <\/td>\n<\/tr>\n | ||||||
| 675<\/td>\n | Compaction Grouting As Ground Modification in Karst Geology <\/td>\n<\/tr>\n | ||||||
| 685<\/td>\n | Evaluation of Two Vacuum Preloading Techniques Using Model Tests <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | Ground Improvement III: Laboratory Studies Permanent Strain of Randomly Oriented Fiber Reinforced Rural Road Subgrade Soil under Repetitive Triaxial Loading <\/td>\n<\/tr>\n | ||||||
| 706<\/td>\n | Effect of High Molar NaOH Solutions on Fly Ash <\/td>\n<\/tr>\n | ||||||
| 716<\/td>\n | Compressive Strengths of Silicified Coarse and Fine Grained Soils <\/td>\n<\/tr>\n | ||||||
| 726<\/td>\n | Undrained Shearing Properties of Sand Permeated with a Bentonite Suspension for Static Liquefaction Mitigation <\/td>\n<\/tr>\n | ||||||
| 736<\/td>\n | Effect of a Cationic Surfactant on the Behavior of Acrylamide Grout and Grouted Sand <\/td>\n<\/tr>\n | ||||||
| 746<\/td>\n | The Effect of Freezing-Thawing Cycles on Performance of Fly Ash Stabilized Expansive Soil Subbases <\/td>\n<\/tr>\n | ||||||
| 756<\/td>\n | Ground Improvement IV: Soft or Clayey Soil Treatment Effect of Polypropylene Fibre on the Strength Characteristics of Lightly Cemented Clayey Soil Mixtures <\/td>\n<\/tr>\n | ||||||
| 766<\/td>\n | Geogrids Enable Site Access at Large Wind Farm\u2014Technical Details and Case Study <\/td>\n<\/tr>\n | ||||||
| 777<\/td>\n | New Jersey Turnpike, Interchange 16W: Embankments over Deep Soft Compressible Clays in the Meadowlands <\/td>\n<\/tr>\n | ||||||
| 787<\/td>\n | Numerical Modeling of Dynamic Compaction in Cohesive Soils <\/td>\n<\/tr>\n | ||||||
| 797<\/td>\n | The Characteristics of PVD Smear Zone <\/td>\n<\/tr>\n | ||||||
| 807<\/td>\n | Mass Stabilization for Settlement Control of Shallow Foundations on Soft Organic Clayey Soils <\/td>\n<\/tr>\n | ||||||
| 817<\/td>\n | Ground Improvement V: Design and Applications Design and Construction of a Lightweight Material Embankment Supported on Timber Piles through a Load Transfer Platform <\/td>\n<\/tr>\n | ||||||
| 827<\/td>\n | Stabilization of Soils with Portland Cement and CKD and Application of CKD on Slope Erosion Control <\/td>\n<\/tr>\n | ||||||
| 837<\/td>\n | The Arching Phenomena Observed in Experimental Trap Door Model Tests <\/td>\n<\/tr>\n | ||||||
| 847<\/td>\n | A Generalized Formulation of the Adapted Terzaghi Method of Arching in Column-Supported Embankments <\/td>\n<\/tr>\n | ||||||
| 855<\/td>\n | Ground Improvement with Mechanically Stabilized Earth and Steep Surcharge Slopes near Existing Structures <\/td>\n<\/tr>\n | ||||||
| 865<\/td>\n | Introduction to the Development of an Information Management System for Soil Mix Technology Using Artificial Neural Networks <\/td>\n<\/tr>\n | ||||||
| 875<\/td>\n | Numerical Simulations and Parametric Study of SDCM and DCM Piles under Full Scale Axial and Lateral Loads <\/td>\n<\/tr>\n | ||||||
| 885<\/td>\n | Geoenvironmental Engineering Advances in Site Remediation Technologies I Modeling of Heavy Metals Transport in High Acid Buffering Soil during Electrokinetic Remediation <\/td>\n<\/tr>\n | ||||||
| 895<\/td>\n | Freeman’s Bridge Road Site Remediation Using Thermal Desorption <\/td>\n<\/tr>\n | ||||||
| 905<\/td>\n | Geo-Environmental Approaches for the Remediation of Acid Sulphate Soil in Low-Lying Floodplains <\/td>\n<\/tr>\n | ||||||
| 915<\/td>\n | An Experimental Setup for Electromagnetic Stimulation of Geoenvironmental Applications <\/td>\n<\/tr>\n | ||||||
| 924<\/td>\n | Advances in Site Remediation Technologies II Surfactant-Bimetallic Nanoparticle Colloidal Solutions to Remediate PCE Contaminated Soils <\/td>\n<\/tr>\n | ||||||
| 934<\/td>\n | Molecular Dynamics (MD) Simulation of the Swelling Behavior of Organoclays <\/td>\n<\/tr>\n | ||||||
| 944<\/td>\n | Testing the Efficiency of a Reactive Core Mat to Remediate Subaqueous, Contaminated Sediments <\/td>\n<\/tr>\n | ||||||
| 954<\/td>\n | Chemical Leaching Assessment and Durability Evaluation of Cement Stabilized Zinc Contaminated Kaolin Clay <\/td>\n<\/tr>\n | ||||||
| 964<\/td>\n | Advances in Sustainable Barrier Materials Compacted Foundry Sand Treated with Bagasse Ash As Hydraulic Barrier Material <\/td>\n<\/tr>\n | ||||||
| 975<\/td>\n | Diffusive Behavior of a Compacted Cemented Soil As Containment Barrier for Industrial and Mining Waste <\/td>\n<\/tr>\n | ||||||
| 986<\/td>\n | A Sustainable Mineral Barrier Option <\/td>\n<\/tr>\n | ||||||
| 996<\/td>\n | Fly Ash As a Barrier Material <\/td>\n<\/tr>\n | ||||||
| 1006<\/td>\n | Influence of IMC, Spacing, and Voltage on the Effectiveness of Electro-Kinetic Phenomena of Soil Stabilization <\/td>\n<\/tr>\n | ||||||
| 1016<\/td>\n | Alternative Laboratory Technique to Monitor the Effect of Cementing Additives on Clay for Cut-Off Walls <\/td>\n<\/tr>\n | ||||||
| 1025<\/td>\n | Impact of Desiccation and Cation Exchange on the Hydraulic Conductivity of Factory- Prehydrated GCLs <\/td>\n<\/tr>\n | ||||||
| 1035<\/td>\n | Composite Slurry Wall and Liner\u2014A Full Scale Test <\/td>\n<\/tr>\n | ||||||
| 1045<\/td>\n | Design Criteria and Construction of a Capillary Barrier Cover System: The Rocky Mountain Arsenal Experience <\/td>\n<\/tr>\n | ||||||
| 1055<\/td>\n | Detecting Defects in Geomembranes of Landfill Liner Systems\u2014A Durable Electrical Method <\/td>\n<\/tr>\n | ||||||
| 1065<\/td>\n | Elevated Temperatures in Landfills Monitoring the Temperature in a Sanitary Landfill in Tehran <\/td>\n<\/tr>\n | ||||||
| 1072<\/td>\n | Elevated Temperature Effects on Geotextile-Geomembrane Interface Strength <\/td>\n<\/tr>\n | ||||||
| 1083<\/td>\n | Application of Thermal Insulation in Landfill Liners <\/td>\n<\/tr>\n | ||||||
| 1094<\/td>\n | Reaction and Combustion Indicators in MSW Landfills <\/td>\n<\/tr>\n | ||||||
| 1104<\/td>\n | Landfill Temperatures under Variable Decomposition Conditions <\/td>\n<\/tr>\n | ||||||
| 1115<\/td>\n | Environmental Impacts of Beneficial Using CCPs Leaching of Chromium Metal from High Carbon Fly Ash Stabilized Highway Base Layers <\/td>\n<\/tr>\n | ||||||
| 1124<\/td>\n | Batch Leaching Test Focusing on Clod Size of Drinking Water Sludge and Applicability to Long-Term Prediction Using Column Leaching Test <\/td>\n<\/tr>\n | ||||||
| 1130<\/td>\n | Toxin Leachability from Coal Fly Ash Utilized in Synthetic Lightweight Aggregates <\/td>\n<\/tr>\n | ||||||
| 1140<\/td>\n | Analytical Model for Stress-Strain Response of Plastic Waste Mixed Soil <\/td>\n<\/tr>\n | ||||||
| 1150<\/td>\n | Leaching Behavior and Mechanisms Controlling the Release of Elements from Soil Stabilized with Fly Ash <\/td>\n<\/tr>\n | ||||||
| 1160<\/td>\n | Shear Strength and Stiffness of Expansive Soil and Rubber (ESR) Mixtures in Undrained Axisymmetric Compression <\/td>\n<\/tr>\n | ||||||
| 1170<\/td>\n | Geosynthetic Liners for Containing Contaminants of Emerging Concern Diffusion of Volatile Organic Compounds through an HDPE Geomembrane <\/td>\n<\/tr>\n | ||||||
| 1180<\/td>\n | Migration of PCBs through a Composite Liner System <\/td>\n<\/tr>\n | ||||||
| 1190<\/td>\n | Sorption and Diffusive Transport of PBDE through an HDPE Geomembrane <\/td>\n<\/tr>\n | ||||||
| 1201<\/td>\n | Physical Response of Geomembrane Wrinkles near GCL Overlaps <\/td>\n<\/tr>\n | ||||||
| 1211<\/td>\n | Mechanical Improvement Using Coal Combustion Products Characterization of Lime and Gypsum Amended Class F Fly Ashes As Liner Materials <\/td>\n<\/tr>\n | ||||||
| 1221<\/td>\n | Reconstituted Coal Ash Stabilization of Reclaimed Asphalt Pavement <\/td>\n<\/tr>\n | ||||||
| 1231<\/td>\n | Efficient and Beneficial Use of Industrial By-Products in Concrete Technology <\/td>\n<\/tr>\n | ||||||
| 1241<\/td>\n | Desiccation Effect on Compacted Tropical Clay Treated with Rice Husk Ash <\/td>\n<\/tr>\n | ||||||
| 1251<\/td>\n | Consolidation Characteristics of Soils Stabilized with Lime, Coal Combustion Product, and Plastic Waste <\/td>\n<\/tr>\n | ||||||
| 1259<\/td>\n | Laboratory Measurement of the Dynamic Properties of Fly Ash <\/td>\n<\/tr>\n | ||||||
| 1266<\/td>\n | Reuse of Dredged Sediment and Bio Waste Experimental Study of Reservoir Siltation As CLSM for Backfill Applications <\/td>\n<\/tr>\n | ||||||
| 1276<\/td>\n | Determination of Shear Strength Parameters of Municipal Solid Waste (MSW) by Means of Static Plate Load Tests <\/td>\n<\/tr>\n | ||||||
| 1286<\/td>\n | Investigation of Strength and California Bearing Ratio Properties of Natural Soils Treated by Calcium Carbide Residue <\/td>\n<\/tr>\n | ||||||
| 1294<\/td>\n | Investigating the Potential for Producing Fired Bricks from Savannah Harbor Dredged Sediment <\/td>\n<\/tr>\n | ||||||
| 1304<\/td>\n | Engineering Characteristics of Compost Used for Erosion and Sedimentation Control <\/td>\n<\/tr>\n | ||||||
| 1315<\/td>\n | Sustainable Use of Lignocellulosic Biorefineries Co-Products in Geotechnical Bulk Applications: Comparative Analysis of Lab Data <\/td>\n<\/tr>\n | ||||||
| 1325<\/td>\n | Sustainable Use of Waste I Performance of a Waste Cell in Cold Climate Operated As an Anaerobic Landfill Bioreactor <\/td>\n<\/tr>\n | ||||||
| 1336<\/td>\n | Geopolymerization of Red Mud and Fly Ash for Civil Infrastructure Applications <\/td>\n<\/tr>\n | ||||||
| 1346<\/td>\n | Chrome Steel from Chromium Ore Processing Residue <\/td>\n<\/tr>\n | ||||||
| 1356<\/td>\n | Plastic Waste As an Effective Stormwater Best Management Practice <\/td>\n<\/tr>\n | ||||||
| 1364<\/td>\n | Mitigating Leachability from Fly Ash Based Geopolymer Concrete Using Recycled Concrete Aggregate (RCA) <\/td>\n<\/tr>\n | ||||||
| 1374<\/td>\n | Sustainable Use of Waste II Suitability of Using Recycled Glass-Crushed Rock Blends for Pavement Subbase Applications <\/td>\n<\/tr>\n | ||||||
| 1384<\/td>\n | Production of Segmental Retaining Wall Units from Recycled Mixed Glass and Plastic <\/td>\n<\/tr>\n | ||||||
| 1394<\/td>\n | Sustainable Utilization of Stone Slurry Waste in the West Bank <\/td>\n<\/tr>\n | ||||||
| 1404<\/td>\n | Valorization of Stabilized River Sediments in Self Compacting Materials <\/td>\n<\/tr>\n | ||||||
| 1414<\/td>\n | Study on the Engineering Properties of the Stabilized Mucky Clay As Backfill Material in Highway Embankment Projects <\/td>\n<\/tr>\n | ||||||
| 1421<\/td>\n | Transport in Porous Media Including Geocomposites Hydraulic Conductivity of Bentonite Grouted Sand <\/td>\n<\/tr>\n | ||||||
| 1431<\/td>\n | Laboratory Study of Steady-State Vertical Infiltration in Layered Soils <\/td>\n<\/tr>\n | ||||||
| 1441<\/td>\n | Unsaturated Characteristics and Behavior of Solid Waste Fills Effects of Unsaturated Hydraulic Properties of Municipal Solid Waste on Moisture Distribution in Bioreactor Landfills <\/td>\n<\/tr>\n | ||||||
| 1453<\/td>\n | Determination of Waste Properties from Settlement Behaviour of a Full Scale Waste Cell Operated As a Landfill Bioreactor <\/td>\n<\/tr>\n | ||||||
| 1463<\/td>\n | Variation of Shear Strength Properties with Organic Fraction in Unsaturated Synthetic Municipal Solid Waste <\/td>\n<\/tr>\n | ||||||
| 1473<\/td>\n | Field Experiment on Remediation of Municipal Solid Waste Dumping Site by Combining Air Injection and Leachate Recirculation <\/td>\n<\/tr>\n | ||||||
| 1482<\/td>\n | Measurement of Unsaturated Hydraulic Properties of Municipal Solid Waste <\/td>\n<\/tr>\n | ||||||
| 1492<\/td>\n | Use of Geosynthetics for Containment Systems Exposed Geomembrane Cover Design: A Simplified Design Approach <\/td>\n<\/tr>\n | ||||||
| 1502<\/td>\n | Patch Extrusion Welding of an Evaporation Pond As a Geomembrane Failure Mechanism\u2014A Case History <\/td>\n<\/tr>\n | ||||||
| 1512<\/td>\n | Alternative Anchorage Methodology for Exposed Geomembrane Installations with Flexible Solar Photovoltaic Panels <\/td>\n<\/tr>\n | ||||||
| 1523<\/td>\n | Geo-Hazards (Earthquakes, Landslides, Erosion, Others) Fundamentals of Erosion Evaluation of Soil Erosion in the Area of Kallmet: Lezha District <\/td>\n<\/tr>\n | ||||||
| 1532<\/td>\n | In Situ Assessment of Scour Potential with Depth Using Jetting Approach <\/td>\n<\/tr>\n | ||||||
| 1542<\/td>\n | The Effect of Exopolymers and Void Ratio on the Erosional Resistance of Cohesive Sediments <\/td>\n<\/tr>\n | ||||||
| 1552<\/td>\n | Analyses, Simulations, and Physical Modeling Validation of Levee and Embankment Erosion <\/td>\n<\/tr>\n | ||||||
| 1563<\/td>\n | Determination of Unknown Foundation of Bridges for Scour Evaluation Using Artificial Neural Networks <\/td>\n<\/tr>\n | ||||||
| 1573<\/td>\n | Hazards to Tunneling and Mitigation Damage of Cast-Iron Subway Tunnels under Internal Explosions <\/td>\n<\/tr>\n | ||||||
| 1583<\/td>\n | Modeling of Surface Blast Effects on Underground Structures <\/td>\n<\/tr>\n | ||||||
| 1593<\/td>\n | Hazards, Monitoring, and Analysis of Ground Instability Engineering Properties Determination of In Situ Glacial Till and Lacustrine Silt Associated with Remediation of Deep Seated Abutment Movement Downstream of N bittD Nesbitt Dam <\/td>\n<\/tr>\n | ||||||
| 1603<\/td>\n | Deterministic Seismic Hazard Analysis of a Highway Sector with GIS <\/td>\n<\/tr>\n | ||||||
| 1613<\/td>\n | Parameter Estimation and Uncertainty Analysis for Rainfall Infiltration in Unsaturated Soils Using a Bayesian Approach <\/td>\n<\/tr>\n | ||||||
| 1623<\/td>\n | Equivalent Granular State Parameter in Predicting Different Forms of Cyclic Liquefaction Behaviour of Sand with Fines <\/td>\n<\/tr>\n | ||||||
| 1634<\/td>\n | Real-Time Structural Health Monitoring of Landslides and Geotechnical Assets with ShapeAccelArrays <\/td>\n<\/tr>\n | ||||||
| 1644<\/td>\n | Combined Seepage and Slope Stability Analysis of Rapid Drawdown Scenarios for Levee Design <\/td>\n<\/tr>\n | ||||||
| 1654<\/td>\n | Land Subsidence and Ground Movement A Geologic Framework for Evaluating West-Central Florida Sinkholes <\/td>\n<\/tr>\n | ||||||
| 1664<\/td>\n | Numerical Study on the Parameter Sensitivity of Land Subsidence Caused by Groundwater Withdrawal <\/td>\n<\/tr>\n | ||||||
| 1672<\/td>\n | Physical Model Test of Land Subsidence Caused by Groundwater Withdrawal <\/td>\n<\/tr>\n | ||||||
| 1680<\/td>\n | Prediction of Land Subsidence Using a Proposed Consolidation-Seepage- Creep Coupling Model <\/td>\n<\/tr>\n | ||||||
| 1690<\/td>\n | A Case History and Finite Element Modeling of a Culvert Failure <\/td>\n<\/tr>\n | ||||||
| 1700<\/td>\n | Landslides\u2014Analysis and Design Slow-Moving Landslides in East Honolulu <\/td>\n<\/tr>\n | ||||||
| 1710<\/td>\n | Evaluation of Landslide Prevention Works for Seismic Loading <\/td>\n<\/tr>\n | ||||||
| 1721<\/td>\n | Modeling the Onset of Shallow Landslides in Partially Saturated Slopes Subjected to Rain Infiltration <\/td>\n<\/tr>\n | ||||||
| 1732<\/td>\n | Coupled Hydrogeological and Geomechanical Modelling for the Analysis of Slowly-Moving Landslides <\/td>\n<\/tr>\n | ||||||
| 1742<\/td>\n | Characteristic Features of Deep-Seated Landslides in Mid-Nepal Himalayas: Spatial Distribution and Mineralogical Evaluation <\/td>\n<\/tr>\n | ||||||
| 1752<\/td>\n | Shallow Landslide Repair Analysis Using Ballistic Soil Nails: Translating Simple Sliding Wedge Analyses into PC-Based Limit Equilibrium Models <\/td>\n<\/tr>\n | ||||||
| 1763<\/td>\n | Monitoring Movements at an Active Landslide in Western Pennsylvania: Application to Design and Implementation of a Stabilization Plan <\/td>\n<\/tr>\n | ||||||
| 1774<\/td>\n | Monitoring and Health Assessment of Earth Structures and Other Geotechnical Systems Development and Application of an Optical Fiber Sensor Based In-Place Inclinometer for Geotechnical Monitoring <\/td>\n<\/tr>\n | ||||||
| 1781<\/td>\n | Subsurface Geo-Event Monitoring Using Wireless Sensor Networks <\/td>\n<\/tr>\n | ||||||
| 1792<\/td>\n | Damage Detection and Health Monitoring of Buried Segmental Concrete Pipes <\/td>\n<\/tr>\n | ||||||
| 1802<\/td>\n | Instrumentation and Monitoring of a Four-Story Earth-Retaining Concrete Building <\/td>\n<\/tr>\n | ||||||
| 1812<\/td>\n | Sensors, Monitoring, and Health Assessment in the Undergraduate Curriculum <\/td>\n<\/tr>\n | ||||||
| 1823<\/td>\n | Advanced Site Monitoring and Characterization of Site Dynamic Properties <\/td>\n<\/tr>\n | ||||||
| 1834<\/td>\n | Seismic Hazards and Mitigation A New Method of Reducing Liquefaction Susceptibility through Pore Water Modification <\/td>\n<\/tr>\n | ||||||
| 1844<\/td>\n | Site-Specific Seismic Analyses for Deep Stiff Clay: Jakarta Site, Indonesia <\/td>\n<\/tr>\n | ||||||
| 1853<\/td>\n | Comparison of Strain Controlled and Stress Controlled Tests in Evaluation of Fines Content Effect on Liquefaction of Sands\u2014An Energy Approach <\/td>\n<\/tr>\n | ||||||
| 1864<\/td>\n | Mitigation of Existing Structure Settlement by Sheet Pile Walls when Liquefaction <\/td>\n<\/tr>\n | ||||||
| 1870<\/td>\n | Pseudo-Static Uplift Capacity of Horizontal Strip Anchors <\/td>\n<\/tr>\n | ||||||
| 1881<\/td>\n | Seismic Hazard Analysis for Retrofitting of Mashhad Power Plant against the Earthquake <\/td>\n<\/tr>\n | ||||||
| 1891<\/td>\n | Use of Ambient Vibration Measurements to Infer Dynamic Properties of Poorly Characterized Old Earth Dams\u2014A Case History from Puerto Rico <\/td>\n<\/tr>\n | ||||||
| 1901<\/td>\n | Geosynthetics Behaviour of Unsaturated Soils and Interaction with Geosynthetics Effect of Rainfall on Performance of Reinforced Earth Wall <\/td>\n<\/tr>\n | ||||||
| 1911<\/td>\n | Geotextile Drains in Road Sections Subjected to Unsaturated Conditions <\/td>\n<\/tr>\n | ||||||
| 1921<\/td>\n | Seasonal Effects on the Dynamic Deformation of Geosynthetic-Reinforced Pavements <\/td>\n<\/tr>\n | ||||||
| 1931<\/td>\n | Concrete Protection Liners Introduction to Concrete Protection Liners <\/td>\n<\/tr>\n | ||||||
| 1941<\/td>\n | Refurbishment of Buried Assets Using CPL Technology <\/td>\n<\/tr>\n | ||||||
| 1951<\/td>\n | Corrosion Protection Lining (CPL) for the Deep Tunnel Sewer System in Singapore\u2014A Case History <\/td>\n<\/tr>\n | ||||||
| 1961<\/td>\n | Manufacture of Concrete Pipes Using CPL Technology <\/td>\n<\/tr>\n | ||||||
| 1971<\/td>\n | Geosynthetic Clay Liners\u2014New Research I Correlation between Needlepunch-Reinforced Geosynthetic Clay Liner Peel Strength and Internal Shear Strength <\/td>\n<\/tr>\n | ||||||
| 1980<\/td>\n | Advances in Geosynthetic Clay Liners: Polymer Enhanced Clays <\/td>\n<\/tr>\n | ||||||
| 1990<\/td>\n | Retention of Heavy Metals in Conventional and Factory-Prehydrated GCL Materials <\/td>\n<\/tr>\n | ||||||
| 2000<\/td>\n | Geophysical Methods Applied to Characterize Landfill Covers with Geocomposite <\/td>\n<\/tr>\n | ||||||
| 2010<\/td>\n | Membrane Behavior in Geosynthetic Clay Liners <\/td>\n<\/tr>\n | ||||||
| 2020<\/td>\n | Influence of Geofibers on the Performance of Landfill Cap Covers: Centrifuge Study <\/td>\n<\/tr>\n | ||||||
| 2030<\/td>\n | Geosynthetic Clay Liners\u2014New Research II Seismic Analysis of a Geosynthetic Liner System <\/td>\n<\/tr>\n | ||||||
| 2040<\/td>\n | Comparing Measured Hydraulic Conductivities of a Geotextile Polymer Coated GCL Utilizing Three Different Permeameter Types <\/td>\n<\/tr>\n | ||||||
| 2050<\/td>\n | Geosynthetic Clay Liners Containing Bentonite Polymer Nanocomposite <\/td>\n<\/tr>\n | ||||||
| 2059<\/td>\n | Dynamic Shear Response of a Geomembrane\/Geosynthetic Clay Liner Interface <\/td>\n<\/tr>\n | ||||||
| 2070<\/td>\n | SEM Study of Mineralogical Changes to GCLs Following Permeation by Strongly Alkaline Leachates <\/td>\n<\/tr>\n | ||||||
| 2080<\/td>\n | On GCLs\u2019 Gas Permeability for Modelling of Gas Leakage Rate through GM\/GCL Composite Liner Due to a Defect in the Geomembrane <\/td>\n<\/tr>\n | ||||||
| 2088<\/td>\n | Geosynthetic Properties and Evaluation Improving Performance of Geosynthetics for Containment of Volatile Organic Compounds through the Use of Ethylene Vinyl Alcohol (EVOH) <\/td>\n<\/tr>\n | ||||||
| 2098<\/td>\n | PVC Geomembrane Research Negates Film Tearing Bond Requirement <\/td>\n<\/tr>\n | ||||||
| 2104<\/td>\n | Laboratory Evaluation of Select Retention Criteria for Cyclic Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 2114<\/td>\n | Degradation of Exposed LLDPE and HDPE Geomembranes: A Review <\/td>\n<\/tr>\n | ||||||
| 2122<\/td>\n | Sorption and Diffusion of BTEX through Thin-Film EVOH <\/td>\n<\/tr>\n | ||||||
| 2133<\/td>\n | Confining Stress Effects on the Stress-Strain Response of EPS Geofoam in Cyclic Triaxial Tests <\/td>\n<\/tr>\n | ||||||
| 2141<\/td>\n | Viscoelastic Contact Characteristics of Soil-Geomembrane Interfaces <\/td>\n<\/tr>\n | ||||||
| 2150<\/td>\n | Geotextile Tubes Turn-Key Dewatering Management: Design, Feasibility, and Operations <\/td>\n<\/tr>\n | ||||||
| 2160<\/td>\n | Dewatering Rock Crushing Fines Using Geotextile Tubes <\/td>\n<\/tr>\n | ||||||
| 2170<\/td>\n | Investigations of Geotextile Tube Dewatering <\/td>\n<\/tr>\n | ||||||
| 2180<\/td>\n | Canal do Fund\u00c3\u00a3o Contaminated Sediments GDT Analysis versus Actual Full Scale Project Results <\/td>\n<\/tr>\n | ||||||
| 2190<\/td>\n | A Comparison of Test Methods Adopted for Assessing Geotextile Tube Dewatering Performance <\/td>\n<\/tr>\n | ||||||
| 2201<\/td>\n | The Value of Chemical Conditioning with Geotextile Tube Dewatering <\/td>\n<\/tr>\n | ||||||
| 2212<\/td>\n | Memorial Session for Bernard Myles The Confinement Effect of Different Geogrids\u20143: The Development of an Index Test for the Omniaxial Testing of the Tensile Properties of Geogrids <\/td>\n<\/tr>\n | ||||||
| 2222<\/td>\n | The Effects of Chlorine on Very Low Density Thermoplastic Olefins <\/td>\n<\/tr>\n | ||||||
| 2232<\/td>\n | Development of Sensor-Enabled Geosynthetics (SEG) for Health Monitoring of Reinforced Soil Structures <\/td>\n<\/tr>\n | ||||||
| 2243<\/td>\n | Development and Evolution of Key Industry Dewatering Tests (HBT, Cone, RDT, GDT) and Their Accuracy in Predicting Full Scale Results <\/td>\n<\/tr>\n | ||||||
| 2252<\/td>\n | Transport in Porous Media Including Geocomposites Effects of Specimen Size in Transmissivity Tests of Biplanar Geonets and Geocomposites <\/td>\n<\/tr>\n | ||||||
| 2262<\/td>\n | Engineering Performance Evaluation of Surface Modified Nonwoven Geotextiles <\/td>\n<\/tr>\n | ||||||
| 2272<\/td>\n | Accelerated Flow Testing of Geosynthetic Drains <\/td>\n<\/tr>\n | ||||||
| 2282<\/td>\n | Evaluation of Final Cover Systems and the Importance of a Geocomposite Layer on the Predicted Performance <\/td>\n<\/tr>\n | ||||||
| 2293<\/td>\n | Influence of Bedding Conditions on the Behavior of Geotextile Filters <\/td>\n<\/tr>\n | ||||||
| 2303<\/td>\n | Use of Geosynthetics for Containment Systems Case History on Defined Sump Floating Cover System, MWD Southern California, Skinner Water Treatment Plant <\/td>\n<\/tr>\n | ||||||
| 2309<\/td>\n | The Development of Small Fabricated Geomembrane Biogas Covers <\/td>\n<\/tr>\n | ||||||
| 2318<\/td>\n | Design and Use of Floating Covers to Prevent Mixing of Rain Water and Leachate in Collection Ponds <\/td>\n<\/tr>\n | ||||||
| 2327<\/td>\n | Geotechnical Testing and Site Charaterization Advances in Site Characterization I Assessment of the Coefficient of Lateral Earth Pressure at Rest (K[sub(o)]) from Seismic Piezocone Tests (SCPTU) <\/td>\n<\/tr>\n | ||||||
| 2337<\/td>\n | Cylindrical Cavity Expansion Analysis of Variable Penetration Rate Cone Penetration Testing Using an Anisotropic Soil Model <\/td>\n<\/tr>\n | ||||||
| 2347<\/td>\n | Comparison of Predicted Cyclic Resistance Ratios from CPT, DMT, and Shear Wave Velocity Tests in Griffin, Indiana <\/td>\n<\/tr>\n | ||||||
| 2357<\/td>\n | Use of CPT Profiles to Evaluate Strength Gain and Estimate Local Settlement <\/td>\n<\/tr>\n | ||||||
| 2366<\/td>\n | Shear Wave Velocity Testing Using a Seismic Cone Penetrometer in Bentonite Backfilled Boreholes in Hawaii <\/td>\n<\/tr>\n | ||||||
| 2374<\/td>\n | Equivalent Quasi-Static Estimation of Dynamic Penetration Force for Near Surface Soil Characterization <\/td>\n<\/tr>\n | ||||||
| 2384<\/td>\n | Advances in Site Characterization II Improved Geotechnical Analysis through Better Integration and Dynamic Interaction between Site Characterization and Analytical Theory <\/td>\n<\/tr>\n | ||||||
| 2394<\/td>\n | Characterization of Fluvial Sand Deposits on Floodplain of Ohio River <\/td>\n<\/tr>\n | ||||||
| 2405<\/td>\n | The Panama Canal’s Third Set of Locks Project: Geologic Setting and Site Characterization <\/td>\n<\/tr>\n | ||||||
| 2415<\/td>\n | GIS-GPS Based Map of Soil Index Properties for Mumbai <\/td>\n<\/tr>\n | ||||||
| 2425<\/td>\n | A Case Study of Complex Site Characterization of the Honolulu Transit Corridor Project in Honolulu, Hawaii <\/td>\n<\/tr>\n | ||||||
| 2436<\/td>\n | Practical Visual Presentation Approach for CPT-Based Soil Characterization and Modeling <\/td>\n<\/tr>\n | ||||||
| 2446<\/td>\n | Expansive Clays Effect of Initial Placement Conditions on Swelling Characteristics of Expansive Soils <\/td>\n<\/tr>\n | ||||||
| 2453<\/td>\n | Evaluation of Level of Risk for Structural Movement Using Expansion Potential <\/td>\n<\/tr>\n | ||||||
| 2463<\/td>\n | Consolidation and Permeability of Clay Minerals\u2014Expansive to Non-Expansive <\/td>\n<\/tr>\n | ||||||
| 2473<\/td>\n | Lessons Learned from Distress of Foundations on Expansive Clays in the Active Zone <\/td>\n<\/tr>\n | ||||||
| 2483<\/td>\n | Case Study of Settlement of a Foundation on Expansive Clay Due to Moisture Demand of Trees <\/td>\n<\/tr>\n | ||||||
| 2493<\/td>\n | A Case History of Expansive Clays in Southwest Puerto Rico <\/td>\n<\/tr>\n | ||||||
| 2503<\/td>\n | Field Studies on Expansive Clays and Compacted Soils Field Verification of Stabilized Soil Strength <\/td>\n<\/tr>\n | ||||||
| 2513<\/td>\n | Effect of Climate Conditions on the Cracking of a Highway Retaining Wall Supported in the Active Zone <\/td>\n<\/tr>\n | ||||||
| 2523<\/td>\n | Case Studies on Water Pipeline Failures in the Active Zone <\/td>\n<\/tr>\n | ||||||
| 2533<\/td>\n | Influence of Seasonal Changes on Inclined Load Tests on Drilled Shafts <\/td>\n<\/tr>\n | ||||||
| 2543<\/td>\n | Field Compaction Verification Using a New Surface Penetrometer (SPCIGMAT) during Construction <\/td>\n<\/tr>\n | ||||||
| 2553<\/td>\n | In Situ Experimental Study on SDC Grouting in Shanghai Saturated Soft Clay <\/td>\n<\/tr>\n | ||||||
| 2563<\/td>\n | Geophysical Technologies to Characterize Variability and Uncertainty for Engineering Design Characterization of Karst Terrain Using Electrical Resistivity Imaging Technique <\/td>\n<\/tr>\n | ||||||
| 2573<\/td>\n | Characterization of Heavy Metal Contamination in Soil Using XRF <\/td>\n<\/tr>\n | ||||||
| 2583<\/td>\n | An Initial Pilot Scale Geophysical Investigation of a Waste Disposal Site in Kuwait <\/td>\n<\/tr>\n | ||||||
| 2593<\/td>\n | Impact of Using Measured v. Corrected Tip Resistance Values in PCPT-Based Soil Characterization and Modeling <\/td>\n<\/tr>\n | ||||||
| 2603<\/td>\n | Influence of Poisson’s Ratio on Surface Wave Near-Field Effects <\/td>\n<\/tr>\n | ||||||
| 2613<\/td>\n | Soil\/Rock Behavior and Laboratory Testing I Evaluation of Unconfined Compression Area Correction Methods for Cementitious and Fiber Stabilized Fine Grained Soils <\/td>\n<\/tr>\n | ||||||
| 2623<\/td>\n | Comparison of Hand Held Gage and Unconfined Compression Results in Low Strength Cementitious Stabilized Materials <\/td>\n<\/tr>\n | ||||||
| 2633<\/td>\n | The Elusive Load Transference of Stratified Rock Roof <\/td>\n<\/tr>\n | ||||||
| 2643<\/td>\n | Effect on Cyclic Response and Liquefaction Resistance Due to De-Saturation of Sand <\/td>\n<\/tr>\n | ||||||
| 2654<\/td>\n | Universal Calibration Device for Pressure Transducer Calibration <\/td>\n<\/tr>\n | ||||||
| 2660<\/td>\n | Influence of Leaching on Volume Change of a Gypseous Soil <\/td>\n<\/tr>\n | ||||||
| 2670<\/td>\n | Large Scale Constrained Modulus Test: Constrained Modulus of Crushed Rock Test Results <\/td>\n<\/tr>\n | ||||||
| 2680<\/td>\n | Soil\/Rock Behavior and Laboratory Testing II Spatial Variation and Correlation between Undrained Shear Strength and Plasticity Index <\/td>\n<\/tr>\n | ||||||
| 2689<\/td>\n | Moisture Effects on Two Crushed Limestone Aggregates <\/td>\n<\/tr>\n | ||||||
| 2698<\/td>\n | Effects of Piston Uplift, Piston Friction, and Machine Deflection in Reduced Triaxial Extension Testing <\/td>\n<\/tr>\n | ||||||
| 2708<\/td>\n | Evaluation of Soil Properties for Culvert Load Rating Applications <\/td>\n<\/tr>\n | ||||||
| 2718<\/td>\n | Joint States of Information from Different Probabilistic Calibrations of Undrained Shear Strength of Submarine Clays <\/td>\n<\/tr>\n | ||||||
| 2728<\/td>\n | Engineering Properties of Unstabilized Compressed Earth Blocks <\/td>\n<\/tr>\n | ||||||
| 2738<\/td>\n | Influence of Sand Content on the Stress-Strain Behavior of Silicon Sand Mixed Bentonite in CRS Condition <\/td>\n<\/tr>\n | ||||||
| 2748<\/td>\n | Testing and Modeling of Expansive Clays and Compacted Soils I Undrained Strength Characteristics of Compacted Bentonite\/Sand Mixtures <\/td>\n<\/tr>\n | ||||||
| 2758<\/td>\n | Influence of Cell Pressure on Clay Volume under Suction Control <\/td>\n<\/tr>\n | ||||||
| 2768<\/td>\n | Characterization of Field Compacted Soils (Unsoaked) Using the California Bearing Ratio (CBR) Test <\/td>\n<\/tr>\n | ||||||
| 2778<\/td>\n | Simplified Approach of Modelling the Compressibility Behaviour of Unsaturated Soil <\/td>\n<\/tr>\n | ||||||
| 2789<\/td>\n | Prediction of Swell-Shrink Movements of Pavement Infrastructure <\/td>\n<\/tr>\n | ||||||
| 2799<\/td>\n | A Survey of Soil-Reinforcement Interface Friction <\/td>\n<\/tr>\n | ||||||
| 2808<\/td>\n | Testing and Modeling of Expansive Clays and Compacted Soils II Seasonal Moisture Fluctuations in the Active Zone in a Humid-Subtropical Climate <\/td>\n<\/tr>\n | ||||||
| 2817<\/td>\n | Effect of an Anionic Surfactant on the Clayey Soil Suction Behavior <\/td>\n<\/tr>\n | ||||||
| 2825<\/td>\n | Evaluation of a Centrifuge Consolidation Technique for Preparation of Direct Simple Shear Samples <\/td>\n<\/tr>\n | ||||||
| 2835<\/td>\n | Effect of Shearing Speed on Residual Shear Strength of Natural Soil Obtained from Mudstone <\/td>\n<\/tr>\n | ||||||
| 2843<\/td>\n | Effects of Different Pressure Increment Ration on One Dimensional Consolidation <\/td>\n<\/tr>\n | ||||||
| 2852<\/td>\n | Use of Geophysical Methods for Transportation Infrastructure Inspection Investigation and Identification of Subsidence Problems at Hilo Harbor, Hawaii, Using Geophysical Methods <\/td>\n<\/tr>\n | ||||||
| 2861<\/td>\n | Characteristics and Engineering Properties of Peaty Soil Underlying Cranberry Bogs <\/td>\n<\/tr>\n | ||||||
| 2871<\/td>\n | Computational Method for Determining Voids under Concrete Slabs through FWD Deflections <\/td>\n<\/tr>\n | ||||||
| 2880<\/td>\n | Technical Improvements in Dipole Geoelectric Survey Methods <\/td>\n<\/tr>\n | ||||||
| 2887<\/td>\n | Studying Consolidation Characteristics of Ohio Clays Using GIS <\/td>\n<\/tr>\n | ||||||
| 2896<\/td>\n | P-Wave Reflection Imaging of a Cast-in-Steel-Shell Bridge Foundation <\/td>\n<\/tr>\n | ||||||
| 2906<\/td>\n | Other Geotechnical Related Issues Geo-Education Engaging Students with Diverse Learning Styles in Large Geotechnical Engineering Classes <\/td>\n<\/tr>\n | ||||||
| 2916<\/td>\n | Use of Student-Created Videos to Enhance Undergraduate Learning <\/td>\n<\/tr>\n | ||||||
| 2926<\/td>\n | Teaching Retaining Wall Design with Case Histories <\/td>\n<\/tr>\n | ||||||
| 2936<\/td>\n | America’s Research-Active, Geotechnical Faculty Members\u2014An Investigation of National Science Foundation Funding Trends <\/td>\n<\/tr>\n | ||||||
| 2946<\/td>\n | Undergraduate Research Models Applicable for Geotechnics <\/td>\n<\/tr>\n | ||||||
| 2956<\/td>\n | Geotechnical Engineering for Design Innovations with New Technologies GIS for Geotechnical Decision Making: Visualization of Cut-Off Wall Construction Data <\/td>\n<\/tr>\n | ||||||
| 2966<\/td>\n | Advantages of Firmly Bonded Nonwoven\/Geogrid Composites in Roadway and Pavement Systems <\/td>\n<\/tr>\n | ||||||
| 2977<\/td>\n | Physical and Grain Sized Characterization of the Wastes Generated in the Civil Construction in the City of Recife <\/td>\n<\/tr>\n | ||||||
| 2986<\/td>\n | Reducing Risks to Tailings Storage Facilities through In-Line Flocculant Addition <\/td>\n<\/tr>\n | ||||||
| 2996<\/td>\n | Study on the Law of Grout Pressure Dissipation in Simultaneous Backfill Grouting during Shield Tunneling in Soft Soils <\/td>\n<\/tr>\n | ||||||
| 3007<\/td>\n | Geotechnical Challenges in Freeway Widening Project\u2014Case Study <\/td>\n<\/tr>\n | ||||||
| 3017<\/td>\n | Statistical, Reliability, and Risk Analysis Simplified Reliability-Based Geotechnical Investigation and Design of Transmission Lines <\/td>\n<\/tr>\n | ||||||
| 3027<\/td>\n | Reliability Based Underseepage Analysis in Levees Using Monte Carlo Simulation <\/td>\n<\/tr>\n | ||||||
| 3037<\/td>\n | Statistically-Based Specifications for Crushing Resistance of Gravel Surface Course for the Crawlerway at Kennedy Space Center <\/td>\n<\/tr>\n | ||||||
| 3047<\/td>\n | Statistical Analysis of Cone Penetration Tests and Soil Engineering Parameters at the National Geotechnical Experimentation Clay Site, Texas A&M University <\/td>\n<\/tr>\n | ||||||
| 3057<\/td>\n | Influence of Strain Localization on Reliability Based Design of Bridge Abutments Using Pseudo-Dynamic Method <\/td>\n<\/tr>\n | ||||||
| 3067<\/td>\n | Geotechnical Risk and Reliability Evaluation of the Levees Protecting the City of Sacramento, California <\/td>\n<\/tr>\n | ||||||
| 3078<\/td>\n | Variability Analysis of Undrained Shear Strength for Reliability-Based Design <\/td>\n<\/tr>\n | ||||||
| 3089<\/td>\n | Surface and Groundwater Control An Innovative Technology to Control Groundwater during Excavation over Confined Aquifer <\/td>\n<\/tr>\n | ||||||
| 3099<\/td>\n | Comparative Dewatering Performance of Slurries Conditioned with Synthetic Polymers vs. Eco-Friendly Polymers <\/td>\n<\/tr>\n | ||||||
| 3108<\/td>\n | Geosynthetic Filters for Water Quality Improvement of Urban Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
| 3117<\/td>\n | Development of a Stormwater Control Measure Microcosm to Measure Evapotranspiration <\/td>\n<\/tr>\n | ||||||
| 3126<\/td>\n | Slopes, Embankments, and Earth Retaining Structures Dynamic Behavior of Unique Soil Conditions Simulating Seismic Response of a Large Tower Structure <\/td>\n<\/tr>\n | ||||||
| 3136<\/td>\n | Soil\/Geogrid Behavior Subjected to Cyclic Loading <\/td>\n<\/tr>\n | ||||||
| 3146<\/td>\n | Seismic Response of Peaty Organic Soils As a Levee Foundation Material <\/td>\n<\/tr>\n | ||||||
| 3156<\/td>\n | Dynamic Passive Pressures on a Foundation with a Dense Sand Backfill <\/td>\n<\/tr>\n | ||||||
| 3167<\/td>\n | Experimental Multi-Modal Foundation Vibrations and Comparison with Benchmark Half-Space Solutions <\/td>\n<\/tr>\n | ||||||
| 3177<\/td>\n | Dynamic Soil-Structure Interaction of High-G Centrifuge Foundation <\/td>\n<\/tr>\n | ||||||
| 3187<\/td>\n | Dynamically Loaded Retaining Walls and Dams Seismic Behavior of Tailings Dam Using FLAC[sup(3D)] <\/td>\n<\/tr>\n | ||||||
| 3197<\/td>\n | Seismic Design Approach for Large Counterfort Wall Retaining Structures <\/td>\n<\/tr>\n | ||||||
| 3207<\/td>\n | Experiments and Numerical Analyses for Spillway on Small Earth Dam Subjected to Simple Shear <\/td>\n<\/tr>\n | ||||||
| 3215<\/td>\n | EPS Seismic Buffers for Earthquake Load Attenuation against Rigid Retaining Walls <\/td>\n<\/tr>\n | ||||||
| 3226<\/td>\n | Earthquake Response of a Gravity Retaining Wall with Geofoam Inclusion <\/td>\n<\/tr>\n | ||||||
| 3235<\/td>\n | Seismic Deformation Analysis for Risk Assessment of Embankment Dams <\/td>\n<\/tr>\n | ||||||
| 3246<\/td>\n | Earth Structures Using Geotextiles to Repair Cracked Earth Dams <\/td>\n<\/tr>\n | ||||||
| 3256<\/td>\n | The Effect of Changing the Geometry and Compaction Degree on Arching of Earth Dams <\/td>\n<\/tr>\n | ||||||
| 3266<\/td>\n | Behavior of a Trial Embankment with Reinforced Steep Slope and Mechanically Stabilized Earth Wall: A Numerical Analysis <\/td>\n<\/tr>\n | ||||||
| 3276<\/td>\n | Seepage Analysis for Shurijeh Reservoir Dam Using Finite Element Method <\/td>\n<\/tr>\n | ||||||
| 3284<\/td>\n | Lessons Learned from Failures: The Wall of Shame <\/td>\n<\/tr>\n | ||||||
| 3294<\/td>\n | Error Analysis of Predicted Seismic Displacement of Earth Dams Using Simplified Sliding Block Methods <\/td>\n<\/tr>\n | ||||||
| 3304<\/td>\n | Embankments Use of Geocell Reinforced Load Transfer Platforms over Vertical Columns <\/td>\n<\/tr>\n | ||||||
| 3315<\/td>\n | Ageing Effects on the Mechanical Properties of Forty Year Old Embankment Soil <\/td>\n<\/tr>\n | ||||||
| 3325<\/td>\n | Serviceability Limits for Basal Reinforced Embankments Spanning Voids <\/td>\n<\/tr>\n | ||||||
| 3335<\/td>\n | Numerical Model Studies of Deep Soil Mixing (DSM) Column to Mitigate Bridge Approach Settlements <\/td>\n<\/tr>\n | ||||||
| 3345<\/td>\n | Case Study\u2014Railway Embankment Widening for CN Rail and GO Transit <\/td>\n<\/tr>\n | ||||||
| 3353<\/td>\n | Case History of Roadway Embankment Construction over Very Weak Clay <\/td>\n<\/tr>\n | ||||||
| 3361<\/td>\n | Excavation and Buried Structures Deep Excavation Project under High Ground Water Table <\/td>\n<\/tr>\n | ||||||
| 3370<\/td>\n | The Use of Reliability Analyses in the Design of Deep Excavations in Soft Clay, Fargo, North Dakota, USA <\/td>\n<\/tr>\n | ||||||
| 3381<\/td>\n | Lessons Learned from Construction of Two LNG Cryogenic Sumps <\/td>\n<\/tr>\n | ||||||
| 3391<\/td>\n | Deformation Behavior of Retaining Walls in Deep Excavations in Suzhou Subway Line 1 of China <\/td>\n<\/tr>\n | ||||||
| 3399<\/td>\n | San Antonio Convention Center: Anchored Diaphragm Wall for Temporary Shoring and Permanent Below Grade Structural Wall <\/td>\n<\/tr>\n | ||||||
| 3409<\/td>\n | Difficult Excavations and Foundations for Buildings on Soft Soils in Bogot\u00c3\u00a1 <\/td>\n<\/tr>\n | ||||||
| 3419<\/td>\n | Installation and Performance of a Steel Sheet Pile Wall for Supporting an Excavation in Urban Environment <\/td>\n<\/tr>\n | ||||||
| 3430<\/td>\n | Hazards to Tunneling and Mitigation Transparent Soil Model Tests and FE Analyses on Tunneling Induced Ground Settlement <\/td>\n<\/tr>\n | ||||||
| 3440<\/td>\n | Evaluation of Jet Grout Formation in Soft Clay for Tunnel Excavation <\/td>\n<\/tr>\n | ||||||
| 3450<\/td>\n | Subsurface Characterization and Geotechnical Design for a Cut-and-Cover Tunnel in Soft Ground in San Francisco <\/td>\n<\/tr>\n | ||||||
| 3458<\/td>\n | Retaining Walls for Transportation Projects: MSE Wall Design I Case Study of a Foundation Improvement beneath MSE Walls for a Highway Embankment <\/td>\n<\/tr>\n | ||||||
| 3468<\/td>\n | Stand Alone and Combined Technologies for MSE Walls: State of Practice for Compressible Soils <\/td>\n<\/tr>\n | ||||||
| 3478<\/td>\n | LRFD Calibration of Steel Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
| 3488<\/td>\n | The Geotechnical Engineer’s Role in Design\/Construction of MSE Retaining Walls <\/td>\n<\/tr>\n | ||||||
| 3498<\/td>\n | Maccaferri Terramesh System, Gabion Face MSE Walls at St. Anthony Falls (I-35W) Bridge <\/td>\n<\/tr>\n | ||||||
| 3508<\/td>\n | Observing and Improving the Performance of Two-Stage Mechanically Stabilized Earth (MSE) Walls <\/td>\n<\/tr>\n | ||||||
| 3518<\/td>\n | Narrow Shored Reinforced Earth Wall with Friction-Based Reinforcing Strip Connection As an Innovative Solution to Expand Urban Highways <\/td>\n<\/tr>\n | ||||||
| 3527<\/td>\n | Retaining Walls for Transportation Projects: MSE Wall Design II Comparing the Seismic Responses of Single- and Multi-Tiered Geosynthetic Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
| 3536<\/td>\n | Failure of VERT Wall System: Forensic Evaluation and Lessons Learned <\/td>\n<\/tr>\n | ||||||
| 3546<\/td>\n | Geosynthetic Enabled with Fiber Optic Sensors for MSE Bridge Abutment Supporting Shallow Bridge Foundation <\/td>\n<\/tr>\n | ||||||
| 3554<\/td>\n | Numerical Study on Effects of the Number of Reinforcement Layers for Reinforced-Sand Retaining Wall <\/td>\n<\/tr>\n | ||||||
| 3565<\/td>\n | Long-Term Monitoring of a Drilled Shaft Retaining Wall in Expansive Clay: Behavior before and during Excavation <\/td>\n<\/tr>\n | ||||||
| 3575<\/td>\n | Lateral Resistance of Piles near Vertical MSE Abutment Walls <\/td>\n<\/tr>\n | ||||||
| 3585<\/td>\n | Slope Stability Issues and Stabilization Methods I An Investigation of the Effect of Seepage on the Stability of Sheet Pile Supported I-Wall in New Orleans, Louisiana <\/td>\n<\/tr>\n | ||||||
| 3595<\/td>\n | 3D Analysis of Steep Slopes Subjected to Seismic Excitation <\/td>\n<\/tr>\n | ||||||
| 3605<\/td>\n | Geosynthetic Mega Structures: The Largest Geosynthetic Structures in North America <\/td>\n<\/tr>\n | ||||||
| 3615<\/td>\n | Water Retention Behaviour of an Embankment Model <\/td>\n<\/tr>\n | ||||||
| 3625<\/td>\n | A Moisture Reduction Factor for Pullout Resistance of Geotextile Reinforcement in Marginal Soils <\/td>\n<\/tr>\n | ||||||
| 3636<\/td>\n | Instability Behaviour for Sandy Soils <\/td>\n<\/tr>\n | ||||||
| 3647<\/td>\n | Slope Stability Issues and Stabilization Methods II Rainfall-Induced Failure of Volcanic Slope with Crushable Particles Subjected to Freeze-Thaw Action <\/td>\n<\/tr>\n | ||||||
| 3658<\/td>\n | An Experimental Study of Pullout Resistance of a Multifunctional Geosynthetic in Fine Grained Fills Using an Innovative Pullout Apparatus <\/td>\n<\/tr>\n | ||||||
| 3668<\/td>\n | Stability and Impacts of Unsupported Vertical Cuts in Stiff Clay <\/td>\n<\/tr>\n | ||||||
| 3678<\/td>\n | Case Study: Stability of Two Horizontal to One Vertical Embankment <\/td>\n<\/tr>\n | ||||||
| 3688<\/td>\n | Deformation-Based Limit States for Earth Embankments <\/td>\n<\/tr>\n | ||||||
| 3698<\/td>\n | Geogrid Strengthening of an Existing Coal Ash Landfill Cap <\/td>\n<\/tr>\n | ||||||
| 3708<\/td>\n | Back-Analysis of Preexisting Landslides <\/td>\n<\/tr>\n | ||||||
| 3718<\/td>\n | Slope Stability Issues and Stabilization Methods III A Parametric Analysis of the Effects of Progressive Failure on Embankments Founded on Soft Sensitive Soils <\/td>\n<\/tr>\n | ||||||
| 3728<\/td>\n | Modeling a Full Scale Landslide Test <\/td>\n<\/tr>\n | ||||||
| 3735<\/td>\n | Shear Strength and Stability of Highway Embankment Slopes in Ohio <\/td>\n<\/tr>\n | ||||||
| 3745<\/td>\n | Stabilization of Deep Slope Failure with Drilled Shafts: Lake Ridge Parkway Station 248 Grand Prairie, TX <\/td>\n<\/tr>\n | ||||||
| 3755<\/td>\n | Landslide Mitigation at Eden Canyon Road in Alameda County, California <\/td>\n<\/tr>\n | ||||||
| 3765<\/td>\n | Soil\/Rock Mechanics and Modeling Analytical and Numerical Methods with a Focus on FD Analysis Study on Bearing Capacity of Pile in Liquefiable and Unliquefiable Soil Layers <\/td>\n<\/tr>\n | ||||||
| 3775<\/td>\n | Interference of Two Closely Spaced Footings: A Finite Element Modeling <\/td>\n<\/tr>\n | ||||||
| 3785<\/td>\n | FEM Analyses on Creep Characteristics and Strain Fields of Geogrid-Reinforced Sand <\/td>\n<\/tr>\n | ||||||
| 3797<\/td>\n | Analysis Model of Ground Vibration Propagation for High-Speed Trains <\/td>\n<\/tr>\n | ||||||
| 3805<\/td>\n | Influence of Geogrid Stiffness on Shaft Lateral Capacities and Deflections behind an MSE Wall <\/td>\n<\/tr>\n | ||||||
| 3815<\/td>\n | 3D Numerical Analysis for Seismic Retrofit of a Cellular Bulkhead <\/td>\n<\/tr>\n | ||||||
| 3825<\/td>\n | A Comparison of 2D and 3D Settlement Analyses of the Tower of Pisa <\/td>\n<\/tr>\n | ||||||
| 3835<\/td>\n | Dynamic Analysis of Tunnel Structures and Surrounding Granular Soils under Cyclic Loads of a Vibrating Machine <\/td>\n<\/tr>\n | ||||||
| 3845<\/td>\n | Numerical Analysis of Face Stability during Shield-Driven Tunneling under Groundwater Table <\/td>\n<\/tr>\n | ||||||
| 3856<\/td>\n | FEM Simulation of Deformation and Strength Characteristics in Geogrid- Reinforced Sand Retaining Wall under the Change of Loading Rate <\/td>\n<\/tr>\n | ||||||
| 3867<\/td>\n | A Piled-Raft Foundation for the Tallest Building in Brooklyn <\/td>\n<\/tr>\n | ||||||
| 3877<\/td>\n | Analytical and Numerical Methods with a Primary Focus on Statistical Approach A Realistic Theory of Soils Consolidation <\/td>\n<\/tr>\n | ||||||
| 3887<\/td>\n | Development and Procedure for Constrained Modulus of Crushed Rock Test <\/td>\n<\/tr>\n | ||||||
| 3897<\/td>\n | Spatial Variability of the Geomechanical Parameter RQD at the Animas Ore Deposit in Peru <\/td>\n<\/tr>\n | ||||||
| 3907<\/td>\n | Fracture Criteria for Fissured Clays under Mixed-Mode Loading <\/td>\n<\/tr>\n | ||||||
| 3917<\/td>\n | Prediction of Compression and Permeability Characteristics of Mine Tailings Using Natural Computation and Large-Strain Consolidation Framework <\/td>\n<\/tr>\n | ||||||
| 3927<\/td>\n | Effectiveness of Objective Functions in Soil Model Calibration through Numerical Optimization <\/td>\n<\/tr>\n | ||||||
| 3936<\/td>\n | Behavior of Unsaturated Soils and Interaction with Geosynthetics A Probabilistic and Mechanical Approach for Hysteresis of SWCC in Unsaturated Soil <\/td>\n<\/tr>\n | ||||||
| 3945<\/td>\n | A Model for the Water Retention Behavior of Deformable Soils Including Capillary Hysteresis <\/td>\n<\/tr>\n | ||||||
| 3955<\/td>\n | Microstructural Investigation of Soil Suction and Hysteresis <\/td>\n<\/tr>\n | ||||||
| 3964<\/td>\n | Use of Wicking Fabric to Help Prevent Differential Settlements in Expansive Soil Embankments <\/td>\n<\/tr>\n | ||||||
| 3974<\/td>\n | Bio-Improved Soils: Alternative\/Competing Biological Processes Carbonate Mineral Precipitation for Soil Improvement through Microbial Denitrification <\/td>\n<\/tr>\n | ||||||
| 3984<\/td>\n | The Effect of Exopolymers on the Compressibility of Clays <\/td>\n<\/tr>\n | ||||||
| 3994<\/td>\n | Evaluation of Multiple Soil Improvement Techniques Based on Microbial Functions <\/td>\n<\/tr>\n | ||||||
| 4005<\/td>\n | Early Marine Diagenesis in Calcium Carbonate Rich Sediments: A Review of Implications for Geotechnical Systems <\/td>\n<\/tr>\n | ||||||
| 4015<\/td>\n | Ureolytic Calcium Carbonate Precipitation in the Presence of Non-Ureolytic Competing Bacteria <\/td>\n<\/tr>\n | ||||||
| 4024<\/td>\n | Bio-Induced Calcite, Iron, and Manganese Precipitation for Geotechnical Engineering Applications <\/td>\n<\/tr>\n | ||||||
| 4033<\/td>\n | Bio-Improved Soils: Engineering Properties Evolution in Mechanical and Hydraulic Properties of Calcite-Cemented Sand Mediated by Biocatalyst <\/td>\n<\/tr>\n | ||||||
| 4042<\/td>\n | Microbial Carbonate Precipitation: Correlation of S-Wave Velocity with Calcite Precipitation <\/td>\n<\/tr>\n | ||||||
| 4051<\/td>\n | Microbiologically-Induced Soil Stabilization: Application of Sporosarcina pasteurii for Fugitive Dust Control <\/td>\n<\/tr>\n | ||||||
| 4061<\/td>\n | Strength and Stiffness of MICP Treated Sand Subjected to Various Stress Paths <\/td>\n<\/tr>\n | ||||||
| 4070<\/td>\n | The Influence of Injection Conditions and Soil Types on Soil Improvement by Microbial Functions <\/td>\n<\/tr>\n | ||||||
| 4080<\/td>\n | Engineering Properties of MICP-Bonded Sandstones Used for Historical Masonry Building Restoration <\/td>\n<\/tr>\n | ||||||
| 4090<\/td>\n | Bio-Improved Soils: Modeling and Applications A Bio-Hydro-Mechanical Model for Propagation of Biogrout in Soils <\/td>\n<\/tr>\n | ||||||
| 4098<\/td>\n | Upscaling Microbial Induced Calcite Precipitation in 0.5m Columns: Experimental and Modeling Results <\/td>\n<\/tr>\n | ||||||
| 4109<\/td>\n | Bioremediation of Piping Erosion in Sand <\/td>\n<\/tr>\n | ||||||
| 4119<\/td>\n | Development of Microbial Geotechnology in Singapore <\/td>\n<\/tr>\n | ||||||
| 4128<\/td>\n | Application of Response Surface Methodology for Carbonate Precipitation Production Induced by a Mutant Strain of Sporosarcina pasteurii <\/td>\n<\/tr>\n | ||||||
| 4138<\/td>\n | Experiment Research from Macro to Micro on Microbial-Induced Clogging by Adding Potato Soup in Beijing Sand Column <\/td>\n<\/tr>\n | ||||||
| 4148<\/td>\n | Bio-Mediated Ground Improvement: From Laboratory Experiment to Pilot Applications <\/td>\n<\/tr>\n | ||||||
| 4158<\/td>\n | Characterizing and Predicting Expansive Soil Behavior Correlations between Durability and Geotechnical Properties of Compacted Shales <\/td>\n<\/tr>\n | ||||||
| 4168<\/td>\n | Correlations between Geotechnical Properties and the Swell Behavior of Compacted Shales <\/td>\n<\/tr>\n | ||||||
| 4178<\/td>\n | The Role of Micro-Scale Properties in the Study of Expansive Soils <\/td>\n<\/tr>\n | ||||||
| 4186<\/td>\n | Study of the Fundamentals of Expansive Clays through Discrete Element Modeling <\/td>\n<\/tr>\n | ||||||
| 4195<\/td>\n | Prediction of Shear Strength and Volume Change Behaviour Using Hyperbolic Model <\/td>\n<\/tr>\n | ||||||
| 4205<\/td>\n | Transient Behavior of a Clay Barrier Subjected to High Temperature Changes <\/td>\n<\/tr>\n | ||||||
| 4215<\/td>\n | Micro-Mechanics of Granular Soils: Experimentation, Modeling, and Computational Analyses I DEM Simulations of Wave Propagation in Dry Granular Soils <\/td>\n<\/tr>\n | ||||||
| 4225<\/td>\n | Microscopic Research on Air Sparging I-Network Model Development <\/td>\n<\/tr>\n | ||||||
| 4235<\/td>\n | Characteristics Analysis of Cavity Expansion with Anisotropic Initial Stress in a Two-Dimensional Numerical Model <\/td>\n<\/tr>\n | ||||||
| 4244<\/td>\n | Simulation of Fluid Flow through Porous Media Using Smoothed Particle Hydrodynamics Method <\/td>\n<\/tr>\n | ||||||
| 4253<\/td>\n | Probabilistic Calibration of a Discrete Particle Model for Geomaterials <\/td>\n<\/tr>\n | ||||||
| 4263<\/td>\n | Micro-Mechanics of Granular Soils: Experimentation, Modeling, and Computational Analyses II Interaction of Saturated Granular Soils with Pile Foundation: A Micro- Mechanical Study <\/td>\n<\/tr>\n | ||||||
| 4272<\/td>\n | Vortex Structures inside Shear Bands in Sands <\/td>\n<\/tr>\n | ||||||
| 4281<\/td>\n | Microscale Characterization of Energy Dissipation Mechanisms in Granular Soils <\/td>\n<\/tr>\n | ||||||
| 4291<\/td>\n | Numerical Simulation of Reinforced Granular Soils Using DEM <\/td>\n<\/tr>\n | ||||||
| 4301<\/td>\n | Discrete Simulations of Particulate-Structure Interactions <\/td>\n<\/tr>\n | ||||||
| 4312<\/td>\n | Multi-Scale Characterization and Modeling of Soils I Molecular Interactions Influence Barrier and Mechanical Properties in Swelling Clays: A Multiscale Modeling and Experimental Investigation <\/td>\n<\/tr>\n | ||||||
| 4322<\/td>\n | Modeling Macro-Scale Clay Secondary Compression at Micro-Scale Clay Particle Interfaces <\/td>\n<\/tr>\n | ||||||
| 4332<\/td>\n | Coupling Discrete Elements and Micropolar Continuum through an Overlapping Region <\/td>\n<\/tr>\n | ||||||
| 4342<\/td>\n | Modeling Granular Particle Shape Using Discrete Element Method <\/td>\n<\/tr>\n | ||||||
| 4352<\/td>\n | Constitutive Behavior of Compacted Clayey Sand Using a Refined Suction-Controlled Cubical Test Cell <\/td>\n<\/tr>\n | ||||||
| 4362<\/td>\n | Multi-Scale Characterization and Modeling of Soils II Small-Strain Stiffness of Unsaturated Soils Using a Suction-Controlled Resonant Column Device with Bender Elements <\/td>\n<\/tr>\n | ||||||
| 4372<\/td>\n | Predicting Shear Strength Properties for Low-Sensitivity Granular-Cohesive Soils from SPT Results <\/td>\n<\/tr>\n | ||||||
| 4382<\/td>\n | Experiment Based Multiscale Computations in Granular Materials <\/td>\n<\/tr>\n | ||||||
| 4388<\/td>\n | Effect of Smear on Radial Consolidation with Vertical Drains <\/td>\n<\/tr>\n | ||||||
| 4398<\/td>\n | A Multi-Scale Multi-Physics Model of Soil Drying <\/td>\n<\/tr>\n | ||||||
| 4408<\/td>\n | Soil-Structure\/Geosynthetics Interaction New Hybrid Subgrade Model for Soil-Structure Interaction Analysis: Foundation and Geosynthetics Applications <\/td>\n<\/tr>\n | ||||||
| 4418<\/td>\n | Shake Table Testing of Seismic Soil-Foundation-Structure-Interaction <\/td>\n<\/tr>\n | ||||||
| 4427<\/td>\n | Finite Element Soil-Pile-Interaction Analysis of Floodwall in Soft Clay <\/td>\n<\/tr>\n | ||||||
| 4437<\/td>\n | Pullout Response of Geosynthetic in Soil\u2014Theoretical Analysis <\/td>\n<\/tr>\n | ||||||
| 4447<\/td>\n | Soil-Pipe Interaction Analysis: A Forensic Evaluation <\/td>\n<\/tr>\n | ||||||
| 4457<\/td>\n | Shaking Table Tests on Dry and Saturated Sand with Large Embedded Objects <\/td>\n<\/tr>\n | ||||||
| 4467<\/td>\n | Transportation Materials and Pavements Behavior and Design of Stabilized Pavement Layers and Foundations I Utilization of Industrial Wastes in Pavements Laid over Expansive Clay Sub-Grades <\/td>\n<\/tr>\n | ||||||
| 4477<\/td>\n | Life-Cycle Cost Analysis of Base Course Using Cold In-Place Recycling: Case Study <\/td>\n<\/tr>\n | ||||||
| 4487<\/td>\n | Characterization of Lime- and Fly Ash-Stabilized Soil by Indirect Tensile Testing <\/td>\n<\/tr>\n | ||||||
| 4498<\/td>\n | The Use of Fibre Reinforced Crushed Rocks for the Improvement of Tensile Strength <\/td>\n<\/tr>\n | ||||||
| 4507<\/td>\n | The Effects of Moisture Characteristics of Crushed Rock Base (CRB) <\/td>\n<\/tr>\n | ||||||
| 4517<\/td>\n | Behavior and Design of Stabilized Pavement Layers and Foundations II Accelerated Design Process of Lime-Stabilized Clays <\/td>\n<\/tr>\n | ||||||
| 4528<\/td>\n | Leachate Studies on Lime and Portland Cement Treated Expansive Clays <\/td>\n<\/tr>\n | ||||||
| 4538<\/td>\n | Stiffness Improvement of Expansive Soil-Rubber Mixtures with Off- Specification Fly Ash <\/td>\n<\/tr>\n | ||||||
| 4547<\/td>\n | Performance of Geogrid Reinforced Rubber Waste As Subgrade Material <\/td>\n<\/tr>\n | ||||||
| 4554<\/td>\n | Selection of Asphalt Stabilization Methods for Alaska Base Layers <\/td>\n<\/tr>\n | ||||||
| 4564<\/td>\n | Characterization of Construction Materials Laboratory Assessment of Skid Resistance for High RAP Content Warm Mixed Asphalt <\/td>\n<\/tr>\n | ||||||
| 4574<\/td>\n | Comparison of Properties of RAP Aggregates Extracted by Ignition and Centrifuge Methods <\/td>\n<\/tr>\n | ||||||
| 4584<\/td>\n | Correlation between PG Plus, Superpave PG Specifications, and Molecular Weight from GPC for Different Polymer Modified Binders <\/td>\n<\/tr>\n | ||||||
| 4593<\/td>\n | EPS Geofoam Design Parameters for Pavement Structures <\/td>\n<\/tr>\n | ||||||
| 4604<\/td>\n | Review of Applications of Fourier Transform Infrared Spectrophotometry (FTIR) in Characterization of Construction Materials <\/td>\n<\/tr>\n | ||||||
| 4612<\/td>\n | Evaluation of Highway Pavements and Railroads Evaluation of the Cantabro Durability Test for Dense Graded Asphalt <\/td>\n<\/tr>\n | ||||||
| 4622<\/td>\n | Development and Evaluation of Functional Open Graded Friction Courses (FOGFC) Mixtures for In Situ Highway Runoff Treatment <\/td>\n<\/tr>\n | ||||||
| 4633<\/td>\n | Predicting Pavement Service Life Using M-EPDG with LTPP Climatic Database <\/td>\n<\/tr>\n | ||||||
| 4643<\/td>\n | Comparisons of IRI-Based Pavement Deterioration Prediction Models Using New Mexico Pavement Data <\/td>\n<\/tr>\n | ||||||
| 4653<\/td>\n | Time and Spatial Dependence of the Fouling of Railroad Track Ballast <\/td>\n<\/tr>\n | ||||||
| 4663<\/td>\n | Effects of a Wax-Based Warm Mix Additive on Lower Compaction Temperatures <\/td>\n<\/tr>\n | ||||||
| 4673<\/td>\n | Geosynthetic Reinforcement Mechanisms in Pavement Stabilization New Developments for Geogrid Reinforced Base Courses <\/td>\n<\/tr>\n | ||||||
| 4684<\/td>\n | In-Aggregate Testing of Unitized and Woven Geogrids for Base Reinforcement Applications <\/td>\n<\/tr>\n | ||||||
| 4694<\/td>\n | The Function of Basal Geogrids in Minimizing Rutting of Geocell Reinforced Subgrades <\/td>\n<\/tr>\n | ||||||
| 4702<\/td>\n | A Validated Discrete Element Modeling Approach for Studying Geogrid- Aggregate Reinforcement Mechanisms <\/td>\n<\/tr>\n | ||||||
| 4712<\/td>\n | In-Ground Dynamic Stress Measurements for Geosynthetic Reinforced Subgrade\/Subbase <\/td>\n<\/tr>\n | ||||||
| 4722<\/td>\n | Back-Calculated Pavement Layer Modulus Values of Geogrid Reinforced Test Sections <\/td>\n<\/tr>\n | ||||||
| 4732<\/td>\n | Geosynthetic Reinforcement of Pavement and Railroad Systems Nonlinear Response of Infinite Beams on Reinforced Earth Beds under Moving Loads <\/td>\n<\/tr>\n | ||||||
| 4742<\/td>\n | Enhancing Ballast Performance Using Geocell Confinement <\/td>\n<\/tr>\n | ||||||
| 4752<\/td>\n | Full-Scale Field Study of Geosynthetics Used As Subgrade Stabilization <\/td>\n<\/tr>\n | ||||||
| 4762<\/td>\n | Use of Falling Weight Deflectometer Data to Quantify the Relative Performance of Reinforced Pavement Sections <\/td>\n<\/tr>\n | ||||||
| 4772<\/td>\n | Creep Deformation of Unreinforced and Geocell-Reinforced Recycled Asphalt Pavements <\/td>\n<\/tr>\n | ||||||
| 4782<\/td>\n | Use of Geosynthetics in Railways Including Geocomposites and Vertical Drains <\/td>\n<\/tr>\n | ||||||
| 4792<\/td>\n | Mechanistic-Based Evaluation of Pavement Layer and Foundation Properties I Determination of Resilient Modulus of Subgrade Using Cyclic Plate Loading Tests <\/td>\n<\/tr>\n | ||||||
| 4801<\/td>\n | Evaluation of the Shakedown Behavior of Unbound Granular Base Materials <\/td>\n<\/tr>\n | ||||||
| 4811<\/td>\n | Prediction of the Subgrade Resilient Modulus for the Implementation of the MEPDG in Idaho <\/td>\n<\/tr>\n | ||||||
| 4822<\/td>\n | Effect of Long Term Oven Aging on Dynamic Modulus of Hot Mix Asphalt <\/td>\n<\/tr>\n | ||||||
| 4831<\/td>\n | Effect of Plasticity of Fines on the Deformation Behavior of Unbound Granular Base Material <\/td>\n<\/tr>\n | ||||||
| 4841<\/td>\n | Stress Distribution of Unbound Granular Base Course <\/td>\n<\/tr>\n | ||||||
| 4851<\/td>\n | Mechanistic-Based Evaluation of Pavement Layer and Foundation Properties II Effect of Spatial Variations in Subgrade Stiffness on Pavement Performance <\/td>\n<\/tr>\n | ||||||
| 4861<\/td>\n | Mechanistic Characteristics of Asphalt Binder and Asphalt Matrix Modified with Nano-Fibers <\/td>\n<\/tr>\n | ||||||
| 4872<\/td>\n | Characterization of Subgrade Resilient Modulus for Pavement Design <\/td>\n<\/tr>\n | ||||||
| 4882<\/td>\n | Determining Effective Material Properties and Particles Size for Asphaltic Composites Using Microstructure Approach <\/td>\n<\/tr>\n | ||||||
| 4892<\/td>\n | Resilient Modulus Behavior Estimated from Aggregate Source Properties <\/td>\n<\/tr>\n | ||||||
| 4902<\/td>\n | Mechanistic-Based Characterization of Non-Linear Pavement Mechanical Properties with Evolving Intelligent Information Processing Systems <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Geo-Frontiers 2011<\/b><\/p>\n |