{"id":78669,"date":"2024-10-17T18:24:16","date_gmt":"2024-10-17T18:24:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410950-2010\/"},"modified":"2024-10-24T19:37:42","modified_gmt":"2024-10-24T19:37:42","slug":"asce-9780784410950-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410950-2010\/","title":{"rendered":"ASCE 9780784410950 2010"},"content":{"rendered":"
GSP 199 contains technical papers presented at GeoFlorida 2010, Advances in Analysis, Modeling, and Design, held in West Palm Beach, Florida, February 20-24, 2010.<\/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 | ||||||
40<\/td>\n | Keynote Lectures Prediction in Geoenvironmental Engineering: Recommendations for Reliable Predictive Modeling <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Reliability-Based Geotechnical Engineering <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Dynamic Analysis of Free-Falling Penetrometers in Soil Deposits <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Application of Numerical Analysis in Geotechnical Engineering Practice <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Geotechnical Modeling Modeling and Design of Geoenvironmental Systems Parameters Controlling Strength of Coal Fly Ash\u2014Lime Improved Soil <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Using WiscLEACH to Estimate Groundwater Impacts from Fly Ash Stabilized Layers in Roadways <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Novel Implicit Automated Time Stepping Algorithm for Contaminant Transport through Soil <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Advances in Computational Limit State Analysis and Design <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | State-of-the-Art: Consolidation-Induced Contaminant Transport for High Water Content Geo-Materials <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | Modeling of Geotechnical Engineering Systems A Coupled Damage and Plasticity Drucker-Prager Model Based on Thermodynamics of Internal Variables <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | Nonlinear Analysis for a Single Vertical Drain Including the Effects of Preloading Considering the Compressibility and Permeability of the Soil <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Multi-Physical Simulation of Freezing Unsaturated Soil <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | Limit Equilibrium of 2D and 3D Nonhomogeneous Loaded Ground Masses <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | A Comparison of Numerical Algorithms in the Analysis of Pile Reinforced Slopes <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Numerical Study of Effect of Encasement on Stone Column Performance <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Development of Performance Upgrade Technique of Existing Rockfall Protection Fence <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | Modeling Soil-Pile Interaction under Axial Loading Using a Bilinear Mohr-Coulomb Based Model <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | Numerical Modeling of Discontinuous Rock Masses Fracture and Fragmentation of Rock Subjected to Uniaxial Cyclical Loading <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Rock Catchment Area Design Charts <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | Load Transfer to Micro Pile Rock Socket <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | Evaluating Ground Settlement above a Mined Area <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | Rock Slope Stability Modeling <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | Prediction of Side Resistance in Poor Quality Rock: RQD vs. GSI <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | Slope Stability with Permanent Rock Anchors <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | Stability Analysis of Vertical Boreholes Using a Three-Dimensional Hoek-Brown Strength Criterion <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Simulation of Pore-Scale Fluid Flow through Glass Beads Using Lattice Boltzmann Method <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | Unsaturated Soil Modeling in Engineering Practice Analysis of Engineering Properties of Red Clay during Drying Process <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Shear Strength of Unsaturated Soil-Geotextile Interfaces <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | Tidal Influence on Embankment Settlement in Coastal Louisiana <\/td>\n<\/tr>\n | ||||||
367<\/td>\n | Dynamic Capillary Effect and Its Impact on the Residual Water Content in Unsaturated Soils <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | Characterization of Unusual Ground Fissuring in a Dry Lakebed\u2014Broadwell Basin, San Bernardino County, California <\/td>\n<\/tr>\n | ||||||
386<\/td>\n | Performance of Reinforced Collapsible Soil <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | Unsaturated Hydraulic Conductivity of Compacted Lateritic Soil Treated with Bagasse Ash <\/td>\n<\/tr>\n | ||||||
409<\/td>\n | Analytical Model for Prediction of Strains for Tunneling in Swelling Grounds <\/td>\n<\/tr>\n | ||||||
420<\/td>\n | A Refined True Triaxial Cell for Modeling Unsaturated Soil Response under Suction Controlled Stress Paths <\/td>\n<\/tr>\n | ||||||
429<\/td>\n | Suction Stress Influence on Earth Retaining Structures <\/td>\n<\/tr>\n | ||||||
439<\/td>\n | Soil Water Characteristic Curves of Compacted Clay Subjected to Multiple Wetting and Drying Cycles <\/td>\n<\/tr>\n | ||||||
449<\/td>\n | Impact of Effective Stress on the Dynamic Shear Modulus of Unsaturated Sand <\/td>\n<\/tr>\n | ||||||
459<\/td>\n | Computational Methods in Unsaturated Flow and Coupled Processes Design Charts for Vertical Drains Considering Soil Disturbance <\/td>\n<\/tr>\n | ||||||
469<\/td>\n | Modeling Rheological Properties of Coarse Grained Materials <\/td>\n<\/tr>\n | ||||||
479<\/td>\n | Strain Localization Based on the Bifurcation Theory: An Application to the Hypoplastic Constitutive Model <\/td>\n<\/tr>\n | ||||||
491<\/td>\n | Visco-Hypoplastic Model for Structured Soils <\/td>\n<\/tr>\n | ||||||
500<\/td>\n | Modification of the Hypoplasticity Von Wolffersdorff Equation Using a Bounding Surface and State-Dependent Peak Dilatancy Criterion <\/td>\n<\/tr>\n | ||||||
509<\/td>\n | Simulation of Expansive Clay Behavior under Simultaneous Heating- Hydration for Nuclear Waste Storage Applications <\/td>\n<\/tr>\n | ||||||
519<\/td>\n | Imaging Applications Application of Electrical Resistivity for Subsurface Characterization of Hattian Bala Landslide Dam <\/td>\n<\/tr>\n | ||||||
529<\/td>\n | Application of Surface Geophysics for Providing a Detailed Geotechnical Assessment of a Large Resort Development Site in Anguilla, BWI <\/td>\n<\/tr>\n | ||||||
539<\/td>\n | An X-Ray Computed Tomography Study: The Influence of Inherent Particle Characteristics on the Packing Density of Granular Materials <\/td>\n<\/tr>\n | ||||||
549<\/td>\n | Using Outcrop-Scale Digital Images for Size Distribution of Boulders and Blocks <\/td>\n<\/tr>\n | ||||||
559<\/td>\n | Imaging Piles in Bridge Foundations Using Tomography and Horizontal Seismic Reflector Tracing <\/td>\n<\/tr>\n | ||||||
569<\/td>\n | Microbehavior of Soils and Granular Media Micromechanical Modeling of Granular Materials Including Crushing Static Fatigue Produces Time Effects in Granular Materials <\/td>\n<\/tr>\n | ||||||
579<\/td>\n | Grain Shape Quantifications and Their Relationship to Dilatancy <\/td>\n<\/tr>\n | ||||||
589<\/td>\n | Crushing of Particles under Simulated Static and Centrifuge Forces <\/td>\n<\/tr>\n | ||||||
599<\/td>\n | Measurement of the Abrasion of Granular Materials Using Fractals <\/td>\n<\/tr>\n | ||||||
609<\/td>\n | Micro-Mechanics of Granular Soils: Experimentation, Modeling, and Computational Analyses 3-D Arching Effect in the Trap-Door Problem: A Comparison between X-Ray CT Scanning and DEM Analysis <\/td>\n<\/tr>\n | ||||||
619<\/td>\n | From Micromechanics Particle Simulation to Macroscopic Experimental Phenomena of Cross-Anisotropic Soil Elasticity <\/td>\n<\/tr>\n | ||||||
630<\/td>\n | A Hypoplastic Sand Model Taking into Account Fabric Anisotropy <\/td>\n<\/tr>\n | ||||||
639<\/td>\n | DSS Test Results Using Wire-Reinforced Membranes and Stacked Rings <\/td>\n<\/tr>\n | ||||||
647<\/td>\n | Microscale Properties to Macroscale Behavior of Engineered Soils Settlement Behavior of Compacted Soils Containing a Small Amount of Organic Matter <\/td>\n<\/tr>\n | ||||||
657<\/td>\n | Pamper Bacteria, They Will Help Us: Application of Biochemical Mechanisms in Geo-Environmental Engineering <\/td>\n<\/tr>\n | ||||||
667<\/td>\n | Influence of Ionic Concentration and Internal Porosity on the Behavior of Diatom-Clay Mixtures <\/td>\n<\/tr>\n | ||||||
677<\/td>\n | Analysis of Particle Shape Using Fractals <\/td>\n<\/tr>\n | ||||||
685<\/td>\n | Behavior of Sand-Rubber Mixtures According to Strain Level <\/td>\n<\/tr>\n | ||||||
695<\/td>\n | Meso-Scale Heterogeneity Effects on Excess Pore Water Pressure Dissipation <\/td>\n<\/tr>\n | ||||||
703<\/td>\n | Soil and Geotechnical System Characterization Characterization of Problematic Soils New Developments in the Modeling and the Design of Geosynthetic Reinforcements of Platforms Subjected to Localized Sinkholes <\/td>\n<\/tr>\n | ||||||
711<\/td>\n | Experimental Study on Subsurface Erosion of Peats <\/td>\n<\/tr>\n | ||||||
720<\/td>\n | Development Mechanism and Remediation of Multiple Spontaneous Sinkholes: A Case History <\/td>\n<\/tr>\n | ||||||
728<\/td>\n | Load Deformation Behavior of Drilled Shafts in Residual Soil <\/td>\n<\/tr>\n | ||||||
738<\/td>\n | Florida Clay Gets a Bad Rap <\/td>\n<\/tr>\n | ||||||
747<\/td>\n | Study of Expansive Soil Behavior Using Low to Medium Frequency Electromagnetic Waves <\/td>\n<\/tr>\n | ||||||
756<\/td>\n | Equivalent Effective Stress in Unsaturated Fine Sand <\/td>\n<\/tr>\n | ||||||
766<\/td>\n | A Case History of Construction Induced Sinkholes <\/td>\n<\/tr>\n | ||||||
776<\/td>\n | A Case History of Pile Foundation Remediation for Karst Activity <\/td>\n<\/tr>\n | ||||||
786<\/td>\n | Modeling and Numerical Analysis of Expansive Soil in Stress Path Tests <\/td>\n<\/tr>\n | ||||||
796<\/td>\n | Laboratory Performance Evaluation of Stabilized Sulfate Constaining Soil with Lime and Class C Fly Ash <\/td>\n<\/tr>\n | ||||||
806<\/td>\n | Influence of Lime Dosage on Stabilization Effectiveness of Montmorillonite Dominant Clays <\/td>\n<\/tr>\n | ||||||
816<\/td>\n | Experimental Study on the Creep Behavior of the Yangtze River Sand <\/td>\n<\/tr>\n | ||||||
822<\/td>\n | Stiffness Response of Residual and Saprolitic Soils Using Resonant Column and Bender Element Testing Techniques <\/td>\n<\/tr>\n | ||||||
832<\/td>\n | Characterization of Problematic Expansive Soils from Mineralogical and Swell Characterization Studies <\/td>\n<\/tr>\n | ||||||
842<\/td>\n | Particle Size Analysis of Shale-Rich Mined Clay from Appalachian Ohio <\/td>\n<\/tr>\n | ||||||
852<\/td>\n | Laboratory and Field Investigation of Variation of Erodibility with Dry Unit Weight of Different Soils <\/td>\n<\/tr>\n | ||||||
862<\/td>\n | Assess the Stress-Strain and Interfacial Frictional Behavior of Nonwoven Geotextile Reinforced Residual Soils <\/td>\n<\/tr>\n | ||||||
872<\/td>\n | Cyclic Triaxial Behavior of Pond Ash <\/td>\n<\/tr>\n | ||||||
881<\/td>\n | Static and Dynamic Properties of a Calcareous Sand from Southwest Puerto Rico <\/td>\n<\/tr>\n | ||||||
891<\/td>\n | Characterization of Reinforced Asphalt Pavement Structures Built over Organic Soils Employing Falling Weight Deflectometer <\/td>\n<\/tr>\n | ||||||
901<\/td>\n | A Case Study on the Geotechnical Characteristics of Collapsed Cut-Slope in Yeosu, Korea <\/td>\n<\/tr>\n | ||||||
911<\/td>\n | Non-Destructive Technologies for Geo-Materials and Infrastructure Assessment Living with Deep Foundation Defects <\/td>\n<\/tr>\n | ||||||
921<\/td>\n | Non-Destructive Test to Measure Pollutant Transport into Landfill Liners <\/td>\n<\/tr>\n | ||||||
931<\/td>\n | Estimation of Shear-Wave Velocity Profiles: Inversion of Spatial Autocorrelation Coefficients <\/td>\n<\/tr>\n | ||||||
939<\/td>\n | Mapping Soft Soil Zones and Top-of-Bedrock beneath High-Traffic Areas in Honolulu Using 2D ReMi <\/td>\n<\/tr>\n | ||||||
949<\/td>\n | A Simple Attenuation Prediction Method for Ground Vibration Induced by High-Speed Trains <\/td>\n<\/tr>\n | ||||||
959<\/td>\n | Site Characterization and Modeling for an Underground Water Storage Tank, Black Hawk, Colorado <\/td>\n<\/tr>\n | ||||||
969<\/td>\n | The Effect of Water Content on Light Weight Deflectometer Measurements <\/td>\n<\/tr>\n | ||||||
979<\/td>\n | Evaluation of Stiffness and Void Ratio by Field Velocity Probe in Soft Soils <\/td>\n<\/tr>\n | ||||||
989<\/td>\n | Relationships between Compression Wave Velocity and Unconfined Compression Strength for Weathered Florida Limestone <\/td>\n<\/tr>\n | ||||||
999<\/td>\n | A Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain <\/td>\n<\/tr>\n | ||||||
1009<\/td>\n | Motion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation <\/td>\n<\/tr>\n | ||||||
1019<\/td>\n | Integrating Multiple Subsurface Exploration Technologies in Slope Hydrogeologic Investigation: A Case Study in Taiwan <\/td>\n<\/tr>\n | ||||||
1029<\/td>\n | In Situ Testing for Geo-Engineering Analysis and Design Cone Tip Resistance of Highly Compressible Jeju Beach Sand <\/td>\n<\/tr>\n | ||||||
1037<\/td>\n | Evaluation of the PVD Smear Zone Using Micro Penetrometer <\/td>\n<\/tr>\n | ||||||
1047<\/td>\n | Updating Uncertainties in Undrained Shear Strengths by Multivariate Correlations <\/td>\n<\/tr>\n | ||||||
1057<\/td>\n | Estimation of Consolidation Coefficient from Piezocone Dissipation Tests in Jiangsu Quaternary Clay Deposits, China <\/td>\n<\/tr>\n | ||||||
1068<\/td>\n | Application of Effective Cone Factor for Strength Characterization of Saturated Clays <\/td>\n<\/tr>\n | ||||||
1076<\/td>\n | Suspension P-S Logging for Geophysical Investigation of Deep Soil and Bedrock <\/td>\n<\/tr>\n | ||||||
1088<\/td>\n | Soil Parameter Evaluation from Hybrid In Situ Penetration-Geophysics Testing <\/td>\n<\/tr>\n | ||||||
1098<\/td>\n | Seismic Site Classification Using Boreholes and Shear Wave Velocity: Assessing the Suitable Method for Shallow Engineering Rock Region <\/td>\n<\/tr>\n | ||||||
1108<\/td>\n | Site Characterization of Clay Deposits in Northeast Nile Delta <\/td>\n<\/tr>\n | ||||||
1118<\/td>\n | Demands for Seismic Site Investigation at Wind Power Station Foundation in Former Mining Areas <\/td>\n<\/tr>\n | ||||||
1129<\/td>\n | Numerical Investigation of the Pressuremeter Results Affected by Anisotropy of Geomaterials <\/td>\n<\/tr>\n | ||||||
1139<\/td>\n | Comparison of Underwater MASW, Seismic CPT, and Downhole Methods: Offshore Croatia <\/td>\n<\/tr>\n | ||||||
1147<\/td>\n | End of Primary Consolidation for the Gulf Coast Soils <\/td>\n<\/tr>\n | ||||||
1155<\/td>\n | Evaluating Shear Wave Velocity of In-Place Compacted Backfill <\/td>\n<\/tr>\n | ||||||
1171<\/td>\n | Characterizing Subsurface Conditions Using Drilling Parameters for a Deep Foundation Project in Boston, MA, USA <\/td>\n<\/tr>\n | ||||||
1181<\/td>\n | Instrumentation and Data Acquisition for Site Geo-Characterization Improvement of Rainer System with a Porous Plate <\/td>\n<\/tr>\n | ||||||
1191<\/td>\n | Characterisation of an Urban Site by Ambient Noise HVSR Method: Resonance Frequencies and Site Amplifications <\/td>\n<\/tr>\n | ||||||
1201<\/td>\n | Bridge Restoration and Landslide Correction Using Stabilization Pier and Grade Beam Structural System <\/td>\n<\/tr>\n | ||||||
1211<\/td>\n | Real-Time Slope and Wall Monitoring and Reporting Using 3-D MEMS-Based, In-Place Instrumentation System <\/td>\n<\/tr>\n | ||||||
1221<\/td>\n | Assessment of Slope Failure Using Advanced Geotechnical Tests: Case Study in Harrisonburg, Louisiana <\/td>\n<\/tr>\n | ||||||
1230<\/td>\n | Levee Evaluation Studies in Sacramento, California: Correlating Helicopter-Borne EM Data, Borings, and Geology <\/td>\n<\/tr>\n | ||||||
1240<\/td>\n | The Use of Forensic Engineering in Sinkhole Investigations <\/td>\n<\/tr>\n | ||||||
1247<\/td>\n | Experimental Study on Triaxial Geogrid-Reinforced Bases over Weak Subgrade under Cyclic Loading <\/td>\n<\/tr>\n | ||||||
1256<\/td>\n | A Study on the Development of Anisotropic Shear Modulus for Soft Clay during the K[sub(0)] Consolidation <\/td>\n<\/tr>\n | ||||||
1266<\/td>\n | A Suggested Approach to Study Variability of Impact Hardness Strength in Heterogeneous Rock Materials <\/td>\n<\/tr>\n | ||||||
1276<\/td>\n | Installation of Downdrag Instrumentation on a Bridge Abutment Foundation: Lessons Learned <\/td>\n<\/tr>\n | ||||||
1285<\/td>\n | Landslide Stability Analysis Utilizing Shear Strength of Slip Surface Soil: Asato and Tyunjun Landslides, Okinawa, Japan <\/td>\n<\/tr>\n | ||||||
1294<\/td>\n | Measurement Techniques of Ground Vibration for Rail System <\/td>\n<\/tr>\n | ||||||
1304<\/td>\n | Shear Deformation Behavior of the Cemented Interface between Concrete and Argillaceous Siltstone <\/td>\n<\/tr>\n | ||||||
1314<\/td>\n | Photoelastic Sensors for Measurement of K[sub(0)] <\/td>\n<\/tr>\n | ||||||
1323<\/td>\n | Evaluation of Compacted Silt Characteristics by Ultrasonic Pulse Velocity Testing <\/td>\n<\/tr>\n | ||||||
1333<\/td>\n | Development of Opto-Laser Borehole Scanning System <\/td>\n<\/tr>\n | ||||||
1342<\/td>\n | Site Characterization by Surface Wave Method Optimum MASW Survey\u2014Revisit after a Decade of Use <\/td>\n<\/tr>\n | ||||||
1352<\/td>\n | Characteristic Shear Velocity Profiles for Predominant Sediment Fill Units in the Las Vegas Basin <\/td>\n<\/tr>\n | ||||||
1360<\/td>\n | Shallow Marine MASW: A Case History and Lessons Learned <\/td>\n<\/tr>\n | ||||||
1369<\/td>\n | The Use of MASW to Improve the Geotechnical Site Characterization of the 18.5 Km (11.5 Miles) Long Augusta Levee\u2014Preliminary Findings <\/td>\n<\/tr>\n | ||||||
1379<\/td>\n | Joint Use of a Surface-Wave Method and a Resistivity Method for Safety Assessment of Levee Systems <\/td>\n<\/tr>\n | ||||||
1389<\/td>\n | MASW Survey Identifies Causes of Sink Activity along I-476 (Blue Route), Montgomery County, Pennsylvania <\/td>\n<\/tr>\n | ||||||
1399<\/td>\n | Improving MASW Results for a Site with Shallow Bedrock through the Use of Higher-Mode Data <\/td>\n<\/tr>\n | ||||||
1408<\/td>\n | A Comparison of Linear-Array Surface Wave Methods at a Soft Soil Site in the Mississippi Embayment <\/td>\n<\/tr>\n | ||||||
1418<\/td>\n | The Use of Higher Modes in Surface Wave Testing <\/td>\n<\/tr>\n | ||||||
1428<\/td>\n | Towards Non-Contact Surface Wave Testing of Subsonic Soil Layers Using Microphones <\/td>\n<\/tr>\n | ||||||
1433<\/td>\n | MASW Imaging of the Deccan Basalt Lava Flows and Their Weathering Zones: A Case Study from Ghatia, India <\/td>\n<\/tr>\n | ||||||
1441<\/td>\n | Multiple Impact Surface Waves (MISW)\u2014Improved Accuracy for Pavement System Thicknesses and Moduli vs. Spectral Analysis of Surface Waves (SASW) <\/td>\n<\/tr>\n | ||||||
1451<\/td>\n | Foundation Engineering Design Problems Deep Foundations Effects of Soil Improvement by Mass Mixing on the Lateral Capacity of Pile Group Using Finite Element Method <\/td>\n<\/tr>\n | ||||||
1461<\/td>\n | An Artificial Neural Network Approach for Prediction of Dynamic Pile-Soil-Pile Interaction under Vertical Motion <\/td>\n<\/tr>\n | ||||||
1471<\/td>\n | Prediction of Pile Settlement Using Artificial Neural Networks Based on Cone Penetration Test Data <\/td>\n<\/tr>\n | ||||||
1481<\/td>\n | Predicting Non-Linear Response of Laterally Loaded Pile Groups via Simple Solutions <\/td>\n<\/tr>\n | ||||||
1489<\/td>\n | Studies on Short Drilled Shaft Failures in Expansive Clayey Soils in a Cold Environment <\/td>\n<\/tr>\n | ||||||
1499<\/td>\n | Numerical Modeling of Rammed Aggregate Pier Construction <\/td>\n<\/tr>\n | ||||||
1509<\/td>\n | Analysis of a Deep Shaft Excavation in Argillaceous Rock <\/td>\n<\/tr>\n | ||||||
1518<\/td>\n | Birmingham Bridge Emergency Repairs: Micropile Foundation Retrofit <\/td>\n<\/tr>\n | ||||||
1527<\/td>\n | Analysis of Large Diameter Pipe Pile Drivability in Tokyo Bay Using Piezocone Data <\/td>\n<\/tr>\n | ||||||
1537<\/td>\n | Measured Soil-Pile Interaction Pressures for Small-Diameter Laterally Loaded Pile in Loose Sand <\/td>\n<\/tr>\n | ||||||
1546<\/td>\n | Reliability Analysis of Extrapolated Ultimate Load of Drilled Shafts Embedded in Weathered Rock <\/td>\n<\/tr>\n | ||||||
1554<\/td>\n | Pile Responses Due to Lateral Soil Movement of Uniform and Triangular Profiles <\/td>\n<\/tr>\n | ||||||
1562<\/td>\n | Axial Load-Displacement Behavior of Augered Cast-in-Place Piles and Pressure-Injected Footings <\/td>\n<\/tr>\n | ||||||
1572<\/td>\n | Design and Construction Considerations for Offshore Wind Turbine Foundations in North America <\/td>\n<\/tr>\n | ||||||
1582<\/td>\n | Case Study of the Influence of Flexural Stiffness on the Developed Soil Reactions of Three Laterally Loaded Piles <\/td>\n<\/tr>\n | ||||||
1592<\/td>\n | Evaluation of Base Grouted Drilled Shafts at the Audubon Bridge <\/td>\n<\/tr>\n | ||||||
1602<\/td>\n | Jet Grouting and Soil Mixing for Increased Lateral Pile Group Resistance <\/td>\n<\/tr>\n | ||||||
1612<\/td>\n | Pile Foundations in Weak Soils Setup Prediction of Piles Driven into Louisiana Soft Clays <\/td>\n<\/tr>\n | ||||||
1622<\/td>\n | Simulation of a Centrifuge Model Test of Pile Foundations in CDSM Improved Soft Clays <\/td>\n<\/tr>\n | ||||||
1631<\/td>\n | An Innovative Prefabricated Pile Installation Method Utilizing Jetting and Pressure Grouting <\/td>\n<\/tr>\n | ||||||
1641<\/td>\n | Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill <\/td>\n<\/tr>\n | ||||||
1651<\/td>\n | Design Challenges of a NYC Waterfront Development <\/td>\n<\/tr>\n | ||||||
1661<\/td>\n | Characterizing Lateral Load Behavior of a Pile in Improved Soils Surrounded by Soft Clay Using the Winkler Analysis Concept <\/td>\n<\/tr>\n | ||||||
1672<\/td>\n | Shallow Foundations Full-Scale Field Verification of Vibro-Replacement Ground Improvement for Improving Static and Seismic Shallow Foundation Performance <\/td>\n<\/tr>\n | ||||||
1680<\/td>\n | Part I: A Generalized Formulation of Continuum Models for Elastic Foundations <\/td>\n<\/tr>\n | ||||||
1690<\/td>\n | Part II: Application of Newly Derived and Calibrated Continuum Subgrade Models in the Analysis of Beams on Elastic Foundations <\/td>\n<\/tr>\n | ||||||
1700<\/td>\n | Analysis of Structurally Restrained Eccentrically Loaded Footings <\/td>\n<\/tr>\n | ||||||
1709<\/td>\n | Verification of the Load Transfer Mechanism of Geocell Reinforced Soil in Large Scale Model Tests and Different In Situ Test Fields <\/td>\n<\/tr>\n | ||||||
1719<\/td>\n | Use of Rigid Foundation System on Expansive Soils <\/td>\n<\/tr>\n | ||||||
1729<\/td>\n | Predicted Tunnel-Induced Settlement and Damage to Findlater\u2019s Church with Respect to Freefield and Constructed Side Considerations <\/td>\n<\/tr>\n | ||||||
1739<\/td>\n | Settlement Behavior of a Shallow Foundation in Dry Sand under Simulated Earthquake Motion on a Biaxial Shake Table <\/td>\n<\/tr>\n | ||||||
1747<\/td>\n | Estimation of Settlement of Footings under Working Loads Using Equivalent -Linear Elasticity <\/td>\n<\/tr>\n | ||||||
1757<\/td>\n | Soil-Foundation Interaction Due to Ground Movements Prediction of Load Transfers in Granular Layers Used in Rigid Inclusions Technique\u2014Experimental and Discrete Element Method Analysis <\/td>\n<\/tr>\n | ||||||
1766<\/td>\n | Behavior of Uplift Pile Foundation during Large-Scale Deep Excavation <\/td>\n<\/tr>\n | ||||||
1776<\/td>\n | A Numerical Case Study of Soil-Pile-Shield Tunneling Interaction for Guangzhou Subway Project <\/td>\n<\/tr>\n | ||||||
1786<\/td>\n | Shear Strength Reduction at Soil Structure Interface <\/td>\n<\/tr>\n | ||||||
1796<\/td>\n | Characterization of \u201ct-z\u201d\u009d Parameters and Their Variability for Auger Pressure Grouted Piles Using Field Load Test Data <\/td>\n<\/tr>\n | ||||||
1806<\/td>\n | Simplified Design Approach of Laterally Loaded Short Piles on Finite Slope in Cohesionless Soil <\/td>\n<\/tr>\n | ||||||
1816<\/td>\n | Modeling Stability of Stacked Geotextile Tubes <\/td>\n<\/tr>\n | ||||||
1825<\/td>\n | Failure Analysis of an Instrumented Stiff Clay Slope <\/td>\n<\/tr>\n | ||||||
1835<\/td>\n | Failing Tunnels from Changed Conditions? <\/td>\n<\/tr>\n | ||||||
1845<\/td>\n | Modeling Differential Settlement in the Partial-Cut and Partial-Fill Embankments of the Mountainous Expressways of China <\/td>\n<\/tr>\n | ||||||
1855<\/td>\n | The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud <\/td>\n<\/tr>\n | ||||||
1866<\/td>\n | Design of Drilled Shafts for Slope Stabilization <\/td>\n<\/tr>\n | ||||||
1876<\/td>\n | Field Study of Drilled Shafts Behavior during Surcharge Load Induced Slope Movement <\/td>\n<\/tr>\n | ||||||
1886<\/td>\n | Riverbank Instability from Imperfect Adherence to Instructions <\/td>\n<\/tr>\n | ||||||
1896<\/td>\n | Finite Element Analysis of an Offshore Wind Turbine Monopile <\/td>\n<\/tr>\n | ||||||
1905<\/td>\n | Deep Soil Mixing (DSM) Columns to Improve Foundation Support for Bridge Approach Embankments <\/td>\n<\/tr>\n | ||||||
1915<\/td>\n | A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements <\/td>\n<\/tr>\n | ||||||
1924<\/td>\n | Reliability Problems in Geotechnical Engineering Practical Reliability-Based Methods in Geo-Engineering Estimation of Soil Properties and Deformations in Staged Constructions Based on MCMC Method <\/td>\n<\/tr>\n | ||||||
1934<\/td>\n | Reliability Assessment of Excavation-Related Movements of Underground Structures <\/td>\n<\/tr>\n | ||||||
1943<\/td>\n | Complexity of Limit Equilibrium Based Slope Reliability Problems <\/td>\n<\/tr>\n | ||||||
1953<\/td>\n | Reliability-Based Design for Basal Heave in an Excavation Considering Spatial Variability <\/td>\n<\/tr>\n | ||||||
1963<\/td>\n | Use of Reliability Methods as a Project Management Tool: The Cherry Island Landfill Expansion Project <\/td>\n<\/tr>\n | ||||||
1973<\/td>\n | Risk Assessment Tools in Geotechnical Engineering Coastal Wastewater Systems and the Mitigation of Geohazards <\/td>\n<\/tr>\n | ||||||
1983<\/td>\n | Risk Modeling Issues and Appropriate Technology <\/td>\n<\/tr>\n | ||||||
1991<\/td>\n | Comparison of Slope Reliability Methods of Analysis <\/td>\n<\/tr>\n | ||||||
2001<\/td>\n | Statistical Evaluation of Levee Design Data <\/td>\n<\/tr>\n | ||||||
2011<\/td>\n | Expected Design Factor of Safety from a Pile Load Test Program <\/td>\n<\/tr>\n | ||||||
2021<\/td>\n | Statistical Assessment of Repeatability of Soil-Geomembrane Interface Shear Tests <\/td>\n<\/tr>\n | ||||||
2031<\/td>\n | Applications of Risk Analyses for Civil Infrastructures Dynamic Risk Management System for Large Project Construction in China <\/td>\n<\/tr>\n | ||||||
2041<\/td>\n | Safety Assessment of Quake Lakes <\/td>\n<\/tr>\n | ||||||
2051<\/td>\n | Geotechnical Baseline Reports for Foundation Projects <\/td>\n<\/tr>\n | ||||||
2061<\/td>\n | Probabilistic Analysis of Slope Stability of Earth Dams during Rainfall Infiltration <\/td>\n<\/tr>\n | ||||||
2071<\/td>\n | Forensic Analysis of an Excavation Bracing System Failure <\/td>\n<\/tr>\n | ||||||
2081<\/td>\n | Random Fields: Modeling, Estimation, Simulation, and Design Simulating Differential Settlement of Landfill Foundations Using Random Fields <\/td>\n<\/tr>\n | ||||||
2091<\/td>\n | A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands <\/td>\n<\/tr>\n | ||||||
2101<\/td>\n | Random Fields for Site Response Analysis <\/td>\n<\/tr>\n | ||||||
2112<\/td>\n | The Importance of the Spatial Variability of Geotechnical Properties for Numerical Models of Downhole Seismic Arrays <\/td>\n<\/tr>\n | ||||||
2122<\/td>\n | Reliability Analyses of Slopes Incorporating Head and Flow Anistropy as Random Variables <\/td>\n<\/tr>\n | ||||||
2132<\/td>\n | LRFD and Partial Factor Design Model Uncertainties in \u201cTerzaghi and Peck\u201d\u009d Methods for Estimating Settlement of Footings on Sand <\/td>\n<\/tr>\n | ||||||
2142<\/td>\n | Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Information <\/td>\n<\/tr>\n | ||||||
2152<\/td>\n | Load Resistance Factor Design Using Target Reliability Approach for External Seismic Stability of Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
2162<\/td>\n | Parametric Study of Seismic AASHTO Design Methods for Metallic Mechanically Stabilized Earth Walls <\/td>\n<\/tr>\n | ||||||
2172<\/td>\n | Reliability-Based Analysis of Strip Footings Subjected to an Inclined or an Eccentric Loading <\/td>\n<\/tr>\n | ||||||
2182<\/td>\n | A Reliability-Based Approach to the Design of Spread Footings on Granular Soil <\/td>\n<\/tr>\n | ||||||
2192<\/td>\n | LRFD Resistance Factors Including the Influence of Pile Setup for Design of Steel H-Pile Using WEAP <\/td>\n<\/tr>\n | ||||||
2202<\/td>\n | Incorporating Geostatistical Aspects in LRFD Design for Deep Foundations <\/td>\n<\/tr>\n | ||||||
2212<\/td>\n | Geotechnical Engineering Construction Problems Dam Design and Construction A Comparative Evaluation of Unbalanced Loads in the Stability Analysis of TWalls Subjected to Hurricane Loading <\/td>\n<\/tr>\n | ||||||
2221<\/td>\n | Case History: Finite Element Analysis of Time Dependent Settlement of Lake Jessup Bridge Embankment in Central Florida <\/td>\n<\/tr>\n | ||||||
2231<\/td>\n | Risk Analysis of Tangjiashan Landslide Dam <\/td>\n<\/tr>\n | ||||||
2241<\/td>\n | Raising a Rattlesnake: Rattlesnake Hollow Ash Pond Dam Crest Raise <\/td>\n<\/tr>\n | ||||||
2251<\/td>\n | Geotechnical Characterization of Dredging Sediments for Valorization in Road Embankments: Case of the Cheurfas Dam (Algeria) <\/td>\n<\/tr>\n | ||||||
2261<\/td>\n | Stability Analysis of Fault Rock Heterogeneity on the Left Pressure Shaft Collapse of Siah Bisheh Dam, North Iran <\/td>\n<\/tr>\n | ||||||
2271<\/td>\n | Reinforced Soil Slopes and Walls A Case History of MSE Wall Failure: Finite Element Modeling and Evaluation <\/td>\n<\/tr>\n | ||||||
2282<\/td>\n | Evaluation of Kinematic Constraints Based Method for Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
2292<\/td>\n | Numerical Simulation of the Failure of Dense Sands Reinforced with a Smooth Brass Plate in Plane Strain Compression <\/td>\n<\/tr>\n | ||||||
2302<\/td>\n | Seismic Behavior of Gravity Retaining Walls <\/td>\n<\/tr>\n | ||||||
2310<\/td>\n | Simplified Method of Design of Nailed Soil Wall <\/td>\n<\/tr>\n | ||||||
2320<\/td>\n | A Model for Rockfall Protection Structures Based on a Multi-Scale Approach <\/td>\n<\/tr>\n | ||||||
2330<\/td>\n | Finite Element Simulation of Strip Footings Resting on Double Faced Wrap- Around Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
2340<\/td>\n | Tunnels Nonlinear Analysis of Tunneling Effects on Building Using Macro-Elements <\/td>\n<\/tr>\n | ||||||
2350<\/td>\n | Investigation on Tunnel-Induced Successive Surface Displacements during Construction Period at Shallow Depths in Shanghai Soft Ground <\/td>\n<\/tr>\n | ||||||
2358<\/td>\n | Risk Assessment of Voids behind the Lining of Mountain Tunnels <\/td>\n<\/tr>\n | ||||||
2368<\/td>\n | Centrifuge Modeling of Face Excavation in Tunnels with a Deformable Lining <\/td>\n<\/tr>\n | ||||||
2378<\/td>\n | Numerical Modeling of Seismic Response of a Cut-and-Cover Tunnel with Improved Ground <\/td>\n<\/tr>\n | ||||||
2388<\/td>\n | Three-Dimension FEM Analysis of Large Cross-Section Tunnel in Collapsible Loess Constructed by CRD Method <\/td>\n<\/tr>\n | ||||||
2398<\/td>\n | Shallow NATM Tunnel with Advancing Face Support: Numerical Analysis with Hypoplastic Model <\/td>\n<\/tr>\n | ||||||
2407<\/td>\n | Health Monitoring of Tunnel Shotcrete Lining Using Nondestructive Testing Methods <\/td>\n<\/tr>\n | ||||||
2417<\/td>\n | Soil Improvement The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement <\/td>\n<\/tr>\n | ||||||
2427<\/td>\n | Undrained Load Response of Soft Clays Reinforced with Geosynthetic- Encased Sand Columns <\/td>\n<\/tr>\n | ||||||
2437<\/td>\n | Large-Scale Plate Load Testing of Ground Improved Using Displacement Grout Columns <\/td>\n<\/tr>\n | ||||||
2445<\/td>\n | Wick Drains and Rock Fill Save the Day: A Case for Settlement and Stability Solutions <\/td>\n<\/tr>\n | ||||||
2455<\/td>\n | Prediction of Earth Pressures in Soil-Bentonite Cutoff Walls <\/td>\n<\/tr>\n | ||||||
2465<\/td>\n | A Practical Method to Account for Strength Variability of Deep-Mixed Ground <\/td>\n<\/tr>\n | ||||||
2473<\/td>\n | I-78 and PA-33 Sinkhole Mitigation Measures <\/td>\n<\/tr>\n | ||||||
2483<\/td>\n | Comparison of Measured and BEM Computed Contact Area between Roller Drum and Layered Soil <\/td>\n<\/tr>\n | ||||||
2493<\/td>\n | Soil-Cement: Advances in Mix Design, Geochemistry, and Performance Stabilization and Erosion Control of Slopes Using Cement Kiln Dust <\/td>\n<\/tr>\n | ||||||
2501<\/td>\n | Behavior of Vertical Hydraulic Barriers Composed by Sandy Soil, Bentonite, and Cement Subjected to Alkaline Contaminants <\/td>\n<\/tr>\n | ||||||
2511<\/td>\n | Design and Pilot Tests of Binder Stabilization of Oily Refinery and Dredged Marine Sediments <\/td>\n<\/tr>\n | ||||||
2521<\/td>\n | A Laboratory Study of Binder Stabilization of Oily Refinery and Dredged Marine Sediments <\/td>\n<\/tr>\n | ||||||
2531<\/td>\n | Evaluation of Two Aluminum Powders for Soil-Cement Applications <\/td>\n<\/tr>\n | ||||||
2541<\/td>\n | Pavement Systems Analysis and Modeling of Pavement Layered Systems Yeager Airport Runway Extension: Tallest Known 1H:1V Slope in U.S. <\/td>\n<\/tr>\n | ||||||
2550<\/td>\n | A Best-Fit Rigid Pavement Back-Calculation Method Based on Site-Specific FEM Analysis <\/td>\n<\/tr>\n | ||||||
2560<\/td>\n | Sensitivity Analysis and Calibration of the Alligator Cracking Model Using Regional Data <\/td>\n<\/tr>\n | ||||||
2570<\/td>\n | FDOT Testing and Evaluation of a Beneficial Re-Use Base Course Material <\/td>\n<\/tr>\n | ||||||
2580<\/td>\n | Finite Element Sensitivity Analysis of Permanent Deformation under Accelerated Loading <\/td>\n<\/tr>\n | ||||||
2590<\/td>\n | A Numerical Study on Stress-Strain Responses of Biaxial Geogrids under Tension at Different Directions <\/td>\n<\/tr>\n | ||||||
2600<\/td>\n | A Review on Flexible Pavement Performance Life Assessment <\/td>\n<\/tr>\n | ||||||
2610<\/td>\n | Modeling of Subgrade Soils and Pavement Materials Bearing Strength and Swelling Behavior of Jingmen Expansive Soil <\/td>\n<\/tr>\n | ||||||
2620<\/td>\n | Controlling Preshear Relative Density in Triaxial Tests and Its Effects on Undrained Behavior of Sand <\/td>\n<\/tr>\n | ||||||
2630<\/td>\n | Simulating Rate-Dependent Behavior of Geogrid-Reinforced Sands by FEM <\/td>\n<\/tr>\n | ||||||
2640<\/td>\n | Nonlinear Cyclic Characteristics of Soils <\/td>\n<\/tr>\n | ||||||
2650<\/td>\n | Applicability of Burger Model in Predicting the Response of Viscoelastic Soil Beds <\/td>\n<\/tr>\n | ||||||
2660<\/td>\n | Soft Computing Methodology to Determine Pavement Thickness from Falling Weight Deflectometer Testing <\/td>\n<\/tr>\n | ||||||
2670<\/td>\n | Design of Effective Subsurface Drainage for Flexible Pavement <\/td>\n<\/tr>\n | ||||||
2680<\/td>\n | Evaluation of EICM for Subsurface Moisture, Temperature, and Frost Depth in Flexible Pavements <\/td>\n<\/tr>\n | ||||||
2690<\/td>\n | Application of Random Vibration Techniques to Resonant Column Testing <\/td>\n<\/tr>\n | ||||||
2701<\/td>\n | Mechanistic Based Pavement Design Modeling Fracture and Failure of Heterogeneous and Inelastic Asphaltic Materials Using the Cohesive Zone Concept and the Finite Element Method <\/td>\n<\/tr>\n | ||||||
2711<\/td>\n | Sensitivity of Predicted Flexible Pavement Performance to Unbound Material Hydraulic Properties <\/td>\n<\/tr>\n | ||||||
2721<\/td>\n | Plastic Deformation of Recycled Base Materials <\/td>\n<\/tr>\n | ||||||
2731<\/td>\n | Geoenviromental Engineering Problems Physico-Chemical Response of Soils Effect of Alkali Solution of Swell Behavior of Soils with Different Mineralogy <\/td>\n<\/tr>\n | ||||||
2741<\/td>\n | An Assessment of Soil Parameters Governing Soil Strength Increases with Chemical Additives <\/td>\n<\/tr>\n | ||||||
2751<\/td>\n | Laboratory-Prepared Iron Oxide Coatings on Coarse-Grained Soils as Residual Soil Simulants <\/td>\n<\/tr>\n | ||||||
2761<\/td>\n | Revealing Fluoride Contaminated Aquifers in Hard Rock Terrain Using Electrical Resistivity and Induced Polarization (IP) Methods <\/td>\n<\/tr>\n | ||||||
2771<\/td>\n | Firing Range Soils: Advances in Characterization, Metal Speciation, and Treatment The Effect of Plants on Lead Dissolution <\/td>\n<\/tr>\n | ||||||
2780<\/td>\n | Fragmentation and Distribution of Lead Following Firing into Various Types of Range Soils <\/td>\n<\/tr>\n | ||||||
2788<\/td>\n | Immobilization of Cu, Pb, and W in Mixed Munitions Firing Range Contaminated Soils by Various Amendments <\/td>\n<\/tr>\n | ||||||
2798<\/td>\n | Geoenvironmental Processes for Soil Remediation and Geohazard Mitigation Characterization and Evaluation of Stabilized\/Solidified Heavy Metal Contaminated Clays <\/td>\n<\/tr>\n | ||||||
2808<\/td>\n | An Experimental Setup for Electromagnetic Stimulation of Air Sparging <\/td>\n<\/tr>\n | ||||||
2818<\/td>\n | Comparative Assessment of Contaminant Sorption in Lateritic Soil\u2014Bentonite Mixtures <\/td>\n<\/tr>\n | ||||||
2826<\/td>\n | A Feasibility Study on Reducing Flowability of Vacuum Tower Bottoms Using Aggregate <\/td>\n<\/tr>\n | ||||||
2833<\/td>\n | Passive Reactive Berm to Provide Low Maintenance Lead Containment at Small Arms Firing Ranges <\/td>\n<\/tr>\n | ||||||
2840<\/td>\n | Treatment of Metals-Contaminated Soil by the Application of Lime and Grasses <\/td>\n<\/tr>\n | ||||||
2850<\/td>\n | Probabilistic Design and Cost Assessment for a Deep Geologic Repository <\/td>\n<\/tr>\n | ||||||
2860<\/td>\n | Landfills Lysimtery versus Deep Water Content Monitoring: Field Performance Evaluation of Alternative Landfill Covers <\/td>\n<\/tr>\n | ||||||
2869<\/td>\n | Seismic Translational Failure Analysis of MSW Landfills Using Pseudo-Static Approach <\/td>\n<\/tr>\n | ||||||
2879<\/td>\n | Spatial Correlation of Groundwater and Leachate Quality Data from a Solid Waste Disposal Site <\/td>\n<\/tr>\n | ||||||
2888<\/td>\n | Lysimeters versus Actual Earthen Caps: Numerical Assessment of Soil Water Storage <\/td>\n<\/tr>\n | ||||||
2898<\/td>\n | Use of SHANSEP Design Parameters in Landfill Design: A Cost\/Benefit Case Study <\/td>\n<\/tr>\n | ||||||
2906<\/td>\n | In-Service Hydraulic Properties of Two Landfill Final Covers in Northern California <\/td>\n<\/tr>\n | ||||||
2917<\/td>\n | Methane Emissions and Oxidation in Landfills Developing a Design Approach to Reduce Methane Emissions from California Landfills <\/td>\n<\/tr>\n | ||||||
2927<\/td>\n | Methane Emission Estimation and Control through the Life Cycle of MSW Landfills <\/td>\n<\/tr>\n | ||||||
2935<\/td>\n | Methane Oxidation in Landfill Cover Soils <\/td>\n<\/tr>\n | ||||||
2945<\/td>\n | Comparison between Field and Laboratory Methane Oxidation Rates <\/td>\n<\/tr>\n | ||||||
2955<\/td>\n | Hydraulic Aspects of the Design of a Passive Methane Oxidation Biocover <\/td>\n<\/tr>\n | ||||||
2964<\/td>\n | Sustainable Geotechnics: Beneficial Use and Material Substitutions Sustainable Geotechnical Design <\/td>\n<\/tr>\n | ||||||
2972<\/td>\n | A Model for the Characterization of the Scrap Tire Bale Interface <\/td>\n<\/tr>\n | ||||||
2982<\/td>\n | Design of Dredged Material Containment Area Dikes on Soft Foundations <\/td>\n<\/tr>\n | ||||||
2992<\/td>\n | Characterization of Slag Fines for Use as a Dredged Material Amendment <\/td>\n<\/tr>\n | ||||||
3002<\/td>\n | GeoHazard Mitigation Problems Earthquake Engineering SCOP: Gaining Permission for Explosive Blasting near Cultural Resources on Bureau of Reclamation Lands <\/td>\n<\/tr>\n | ||||||
3012<\/td>\n | Design Charts for Retaining Walls in Seismic Areas <\/td>\n<\/tr>\n | ||||||
3021<\/td>\n | Analysis of the Effects of Soil Behavior Law on the Transfer and Impedance Functions in Soil-Pile Interaction Models <\/td>\n<\/tr>\n | ||||||
3031<\/td>\n | Centrifuge Testing of Segmental Geosynthetic-Reinforced Soil Retaining Walls Subject to Modest Seismic Loading <\/td>\n<\/tr>\n | ||||||
3038<\/td>\n | Application of Interpolation Methods for Peak Ground Acceleration Estimation in Emergency Management of Metropolises <\/td>\n<\/tr>\n | ||||||
3048<\/td>\n | Dynamic Response of Pile Foundation in Partially Saturated Soils <\/td>\n<\/tr>\n | ||||||
3058<\/td>\n | Wedge Stability Assessment of a High Rock Slope <\/td>\n<\/tr>\n | ||||||
3068<\/td>\n | Experimental Calibration and Verification of Equivalent Linear Models for Intrinsic Damping in Soil-Structure Dynamics <\/td>\n<\/tr>\n | ||||||
3078<\/td>\n | Seismic Soil-Pile-Structure Interaction: Analytical Models <\/td>\n<\/tr>\n | ||||||
3091<\/td>\n | Challenges in Prediction Earthquake-Induced Settlements of Partially Saturated Sands <\/td>\n<\/tr>\n | ||||||
3101<\/td>\n | Liquefaction Computational Models Analytical Study on Mitigation of Liquefaction-Related Damage to Flume Channel Using Sheet-Pile with Drain <\/td>\n<\/tr>\n | ||||||
3111<\/td>\n | Investigation of Critical Depth of Liquefaction in Soil Deposits Containing Double Loose Sand Lenses <\/td>\n<\/tr>\n | ||||||
3119<\/td>\n | A Simplified Coupled Soil-Pore Water Pressure Generation for Use in Site Response Analysis <\/td>\n<\/tr>\n | ||||||
3129<\/td>\n | Slopes A Slope Stability Case Study by Limit Equilibrium and Finite Element Methods <\/td>\n<\/tr>\n | ||||||
3139<\/td>\n | Rational Analysis of Slope Stabilization with Piers and Determination of Unfactored Pier Load <\/td>\n<\/tr>\n | ||||||
3149<\/td>\n | Stability Analysis for a Landfill Experiencing Elevated Temperatures <\/td>\n<\/tr>\n | ||||||
3159<\/td>\n | Wave-Induced Failure of Soft Cliff and Its Evaluation <\/td>\n<\/tr>\n | ||||||
3169<\/td>\n | Deterministic Landslide Hazard Assessment at Regional Scale <\/td>\n<\/tr>\n | ||||||
3179<\/td>\n | Reduction in Factor of Safety for Various Landslide Repair Works with Earthquake Induced Ground Shaking <\/td>\n<\/tr>\n | ||||||
3188<\/td>\n | Application of Recovered Strength in Stability Analysis of Reactivated Landslide, Xuechengzhen, China <\/td>\n<\/tr>\n | ||||||
3194<\/td>\n | Analysis of Landslide Reactivation Mechanisms in Daunia Clay Slopes by Means of Limit Equilibrium and FEM Methods <\/td>\n<\/tr>\n | ||||||
3204<\/td>\n | Influence of Laboratory-Created OCR on Large Deformation Shear Strength: Ring Shear Behaviour of Two Types of Landslide Slip Surface Soil <\/td>\n<\/tr>\n | ||||||
3214<\/td>\n | Examination of Simplified Displacement-Based Methods for Dynamic Analyses of Slopes <\/td>\n<\/tr>\n | ||||||
3224<\/td>\n | Evaluation of a Complex Landslide by Means of a 3D Geotechnical Model <\/td>\n<\/tr>\n | ||||||
3235<\/td>\n | A Case Study on Geomorphological Characteristics of Cut Slope Failure in Soksil District, Korea <\/td>\n<\/tr>\n | ||||||
3246<\/td>\n | Use of Properly Designed Flexible Barriers to Mitigate Debris Flow Natural Hazards <\/td>\n<\/tr>\n | ||||||
3256<\/td>\n | Drained Residual Strength for Landslides <\/td>\n<\/tr>\n | ||||||
3266<\/td>\n | Geotechnical Engineering Education Education A Project-Based Introductory Geotechnical Laboratory Course <\/td>\n<\/tr>\n | ||||||
3276<\/td>\n | America\u2019s Research-Active, Geotechnical Faculty Members\u2014A Snapshot of the Community <\/td>\n<\/tr>\n | ||||||
3286<\/td>\n | Teaching with Case Histories through Critical Thinking <\/td>\n<\/tr>\n | ||||||
3296<\/td>\n | Integrating Engineering into a General STEM Program for Middle School Girls <\/td>\n<\/tr>\n | ||||||
3305<\/td>\n | Reinvigorating Geology through Case-Based and Hands-On Learning <\/td>\n<\/tr>\n | ||||||
3314<\/td>\n | The Use of Term Paper Projects to Learn Geo-Engineering <\/td>\n<\/tr>\n | ||||||
3324<\/td>\n | Geoengineering and Refereed Journals: A Survey <\/td>\n<\/tr>\n | ||||||
3334<\/td>\n | Using Modern Sensors in High School Science Labs to Promote Engineering Careers <\/td>\n<\/tr>\n | ||||||
3344<\/td>\n | GeoWall: Creativity, Statistics, and Reliability <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" GeoFlorida 2010<\/b><\/p>\n |