{"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 Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
12<\/td>\nTable of Contents <\/td>\n<\/tr>\n
40<\/td>\nKeynote Lectures
Prediction in Geoenvironmental Engineering: Recommendations for Reliable Predictive Modeling <\/td>\n<\/tr>\n
53<\/td>\nReliability-Based Geotechnical Engineering <\/td>\n<\/tr>\n
92<\/td>\nDynamic Analysis of Free-Falling Penetrometers in Soil Deposits <\/td>\n<\/tr>\n
108<\/td>\nApplication of Numerical Analysis in Geotechnical Engineering Practice <\/td>\n<\/tr>\n
128<\/td>\nGeotechnical Modeling
Modeling and Design of Geoenvironmental Systems
Parameters Controlling Strength of Coal Fly Ash\u2014Lime Improved Soil <\/td>\n<\/tr>\n
138<\/td>\nUsing WiscLEACH to Estimate Groundwater Impacts from Fly Ash Stabilized Layers in Roadways <\/td>\n<\/tr>\n
148<\/td>\nNovel Implicit Automated Time Stepping Algorithm for Contaminant Transport through Soil <\/td>\n<\/tr>\n
158<\/td>\nAdvances in Computational Limit State Analysis and Design <\/td>\n<\/tr>\n
168<\/td>\nState-of-the-Art: Consolidation-Induced Contaminant Transport for High Water Content Geo-Materials <\/td>\n<\/tr>\n
178<\/td>\nModeling of Geotechnical Engineering Systems
A Coupled Damage and Plasticity Drucker-Prager Model Based on Thermodynamics of Internal Variables <\/td>\n<\/tr>\n
186<\/td>\nNonlinear 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>\nMulti-Physical Simulation of Freezing Unsaturated Soil <\/td>\n<\/tr>\n
206<\/td>\nLimit Equilibrium of 2D and 3D Nonhomogeneous Loaded Ground Masses <\/td>\n<\/tr>\n
214<\/td>\nA Comparison of Numerical Algorithms in the Analysis of Pile Reinforced Slopes <\/td>\n<\/tr>\n
223<\/td>\nNumerical Study of Effect of Encasement on Stone Column Performance <\/td>\n<\/tr>\n
233<\/td>\nDevelopment of Performance Upgrade Technique of Existing Rockfall Protection Fence <\/td>\n<\/tr>\n
243<\/td>\nModeling Soil-Pile Interaction under Axial Loading Using a Bilinear Mohr-Coulomb Based Model <\/td>\n<\/tr>\n
253<\/td>\nNumerical Modeling of Discontinuous Rock Masses
Fracture and Fragmentation of Rock Subjected to Uniaxial Cyclical Loading <\/td>\n<\/tr>\n
263<\/td>\nRock Catchment Area Design Charts <\/td>\n<\/tr>\n
273<\/td>\nLoad Transfer to Micro Pile Rock Socket <\/td>\n<\/tr>\n
283<\/td>\nEvaluating Ground Settlement above a Mined Area <\/td>\n<\/tr>\n
293<\/td>\nRock Slope Stability Modeling <\/td>\n<\/tr>\n
303<\/td>\nPrediction of Side Resistance in Poor Quality Rock: RQD vs. GSI <\/td>\n<\/tr>\n
312<\/td>\nSlope Stability with Permanent Rock Anchors <\/td>\n<\/tr>\n
322<\/td>\nStability Analysis of Vertical Boreholes Using a Three-Dimensional Hoek-Brown Strength Criterion <\/td>\n<\/tr>\n
332<\/td>\nSimulation of Pore-Scale Fluid Flow through Glass Beads Using Lattice Boltzmann Method <\/td>\n<\/tr>\n
340<\/td>\nUnsaturated Soil Modeling in Engineering Practice
Analysis of Engineering Properties of Red Clay during Drying Process <\/td>\n<\/tr>\n
346<\/td>\nShear Strength of Unsaturated Soil-Geotextile Interfaces <\/td>\n<\/tr>\n
356<\/td>\nTidal Influence on Embankment Settlement in Coastal Louisiana <\/td>\n<\/tr>\n
367<\/td>\nDynamic Capillary Effect and Its Impact on the Residual Water Content in Unsaturated Soils <\/td>\n<\/tr>\n
377<\/td>\nCharacterization of Unusual Ground Fissuring in a Dry Lakebed\u2014Broadwell Basin, San Bernardino County, California <\/td>\n<\/tr>\n
386<\/td>\nPerformance of Reinforced Collapsible Soil <\/td>\n<\/tr>\n
396<\/td>\nUnsaturated Hydraulic Conductivity of Compacted Lateritic Soil Treated with Bagasse Ash <\/td>\n<\/tr>\n
409<\/td>\nAnalytical Model for Prediction of Strains for Tunneling in Swelling Grounds <\/td>\n<\/tr>\n
420<\/td>\nA Refined True Triaxial Cell for Modeling Unsaturated Soil Response under Suction Controlled Stress Paths <\/td>\n<\/tr>\n
429<\/td>\nSuction Stress Influence on Earth Retaining Structures <\/td>\n<\/tr>\n
439<\/td>\nSoil Water Characteristic Curves of Compacted Clay Subjected to Multiple Wetting and Drying Cycles <\/td>\n<\/tr>\n
449<\/td>\nImpact of Effective Stress on the Dynamic Shear Modulus of Unsaturated Sand <\/td>\n<\/tr>\n
459<\/td>\nComputational Methods in Unsaturated Flow and Coupled Processes
Design Charts for Vertical Drains Considering Soil Disturbance <\/td>\n<\/tr>\n
469<\/td>\nModeling Rheological Properties of Coarse Grained Materials <\/td>\n<\/tr>\n
479<\/td>\nStrain Localization Based on the Bifurcation Theory: An Application to the Hypoplastic Constitutive Model <\/td>\n<\/tr>\n
491<\/td>\nVisco-Hypoplastic Model for Structured Soils <\/td>\n<\/tr>\n
500<\/td>\nModification of the Hypoplasticity Von Wolffersdorff Equation Using a Bounding Surface and State-Dependent Peak Dilatancy Criterion <\/td>\n<\/tr>\n
509<\/td>\nSimulation of Expansive Clay Behavior under Simultaneous Heating- Hydration for Nuclear Waste Storage Applications <\/td>\n<\/tr>\n
519<\/td>\nImaging Applications
Application of Electrical Resistivity for Subsurface Characterization of Hattian Bala Landslide Dam <\/td>\n<\/tr>\n
529<\/td>\nApplication of Surface Geophysics for Providing a Detailed Geotechnical Assessment of a Large Resort Development Site in Anguilla, BWI <\/td>\n<\/tr>\n
539<\/td>\nAn X-Ray Computed Tomography Study: The Influence of Inherent Particle Characteristics on the Packing Density of Granular Materials <\/td>\n<\/tr>\n
549<\/td>\nUsing Outcrop-Scale Digital Images for Size Distribution of Boulders and Blocks <\/td>\n<\/tr>\n
559<\/td>\nImaging Piles in Bridge Foundations Using Tomography and Horizontal Seismic Reflector Tracing <\/td>\n<\/tr>\n
569<\/td>\nMicrobehavior 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>\nGrain Shape Quantifications and Their Relationship to Dilatancy <\/td>\n<\/tr>\n
589<\/td>\nCrushing of Particles under Simulated Static and Centrifuge Forces <\/td>\n<\/tr>\n
599<\/td>\nMeasurement of the Abrasion of Granular Materials Using Fractals <\/td>\n<\/tr>\n
609<\/td>\nMicro-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>\nFrom Micromechanics Particle Simulation to Macroscopic Experimental Phenomena of Cross-Anisotropic Soil Elasticity <\/td>\n<\/tr>\n
630<\/td>\nA Hypoplastic Sand Model Taking into Account Fabric Anisotropy <\/td>\n<\/tr>\n
639<\/td>\nDSS Test Results Using Wire-Reinforced Membranes and Stacked Rings <\/td>\n<\/tr>\n
647<\/td>\nMicroscale 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>\nPamper Bacteria, They Will Help Us: Application of Biochemical Mechanisms in Geo-Environmental Engineering <\/td>\n<\/tr>\n
667<\/td>\nInfluence of Ionic Concentration and Internal Porosity on the Behavior of Diatom-Clay Mixtures <\/td>\n<\/tr>\n
677<\/td>\nAnalysis of Particle Shape Using Fractals <\/td>\n<\/tr>\n
685<\/td>\nBehavior of Sand-Rubber Mixtures According to Strain Level <\/td>\n<\/tr>\n
695<\/td>\nMeso-Scale Heterogeneity Effects on Excess Pore Water Pressure Dissipation <\/td>\n<\/tr>\n
703<\/td>\nSoil 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>\nExperimental Study on Subsurface Erosion of Peats <\/td>\n<\/tr>\n
720<\/td>\nDevelopment Mechanism and Remediation of Multiple Spontaneous Sinkholes: A Case History <\/td>\n<\/tr>\n
728<\/td>\nLoad Deformation Behavior of Drilled Shafts in Residual Soil <\/td>\n<\/tr>\n
738<\/td>\nFlorida Clay Gets a Bad Rap <\/td>\n<\/tr>\n
747<\/td>\nStudy of Expansive Soil Behavior Using Low to Medium Frequency Electromagnetic Waves <\/td>\n<\/tr>\n
756<\/td>\nEquivalent Effective Stress in Unsaturated Fine Sand <\/td>\n<\/tr>\n
766<\/td>\nA Case History of Construction Induced Sinkholes <\/td>\n<\/tr>\n
776<\/td>\nA Case History of Pile Foundation Remediation for Karst Activity <\/td>\n<\/tr>\n
786<\/td>\nModeling and Numerical Analysis of Expansive Soil in Stress Path Tests <\/td>\n<\/tr>\n
796<\/td>\nLaboratory Performance Evaluation of Stabilized Sulfate Constaining Soil with Lime and Class C Fly Ash <\/td>\n<\/tr>\n
806<\/td>\nInfluence of Lime Dosage on Stabilization Effectiveness of Montmorillonite Dominant Clays <\/td>\n<\/tr>\n
816<\/td>\nExperimental Study on the Creep Behavior of the Yangtze River Sand <\/td>\n<\/tr>\n
822<\/td>\nStiffness Response of Residual and Saprolitic Soils Using Resonant Column and Bender Element Testing Techniques <\/td>\n<\/tr>\n
832<\/td>\nCharacterization of Problematic Expansive Soils from Mineralogical and Swell Characterization Studies <\/td>\n<\/tr>\n
842<\/td>\nParticle Size Analysis of Shale-Rich Mined Clay from Appalachian Ohio <\/td>\n<\/tr>\n
852<\/td>\nLaboratory and Field Investigation of Variation of Erodibility with Dry Unit Weight of Different Soils <\/td>\n<\/tr>\n
862<\/td>\nAssess the Stress-Strain and Interfacial Frictional Behavior of Nonwoven Geotextile Reinforced Residual Soils <\/td>\n<\/tr>\n
872<\/td>\nCyclic Triaxial Behavior of Pond Ash <\/td>\n<\/tr>\n
881<\/td>\nStatic and Dynamic Properties of a Calcareous Sand from Southwest Puerto Rico <\/td>\n<\/tr>\n
891<\/td>\nCharacterization of Reinforced Asphalt Pavement Structures Built over Organic Soils Employing Falling Weight Deflectometer <\/td>\n<\/tr>\n
901<\/td>\nA Case Study on the Geotechnical Characteristics of Collapsed Cut-Slope in Yeosu, Korea <\/td>\n<\/tr>\n
911<\/td>\nNon-Destructive Technologies for Geo-Materials and Infrastructure Assessment
Living with Deep Foundation Defects <\/td>\n<\/tr>\n
921<\/td>\nNon-Destructive Test to Measure Pollutant Transport into Landfill Liners <\/td>\n<\/tr>\n
931<\/td>\nEstimation of Shear-Wave Velocity Profiles: Inversion of Spatial Autocorrelation Coefficients <\/td>\n<\/tr>\n
939<\/td>\nMapping Soft Soil Zones and Top-of-Bedrock beneath High-Traffic Areas in Honolulu Using 2D ReMi <\/td>\n<\/tr>\n
949<\/td>\nA Simple Attenuation Prediction Method for Ground Vibration Induced by High-Speed Trains <\/td>\n<\/tr>\n
959<\/td>\nSite Characterization and Modeling for an Underground Water Storage Tank, Black Hawk, Colorado <\/td>\n<\/tr>\n
969<\/td>\nThe Effect of Water Content on Light Weight Deflectometer Measurements <\/td>\n<\/tr>\n
979<\/td>\nEvaluation of Stiffness and Void Ratio by Field Velocity Probe in Soft Soils <\/td>\n<\/tr>\n
989<\/td>\nRelationships between Compression Wave Velocity and Unconfined Compression Strength for Weathered Florida Limestone <\/td>\n<\/tr>\n
999<\/td>\nA Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain <\/td>\n<\/tr>\n
1009<\/td>\nMotion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation <\/td>\n<\/tr>\n
1019<\/td>\nIntegrating Multiple Subsurface Exploration Technologies in Slope Hydrogeologic Investigation: A Case Study in Taiwan <\/td>\n<\/tr>\n
1029<\/td>\nIn Situ Testing for Geo-Engineering Analysis and Design
Cone Tip Resistance of Highly Compressible Jeju Beach Sand <\/td>\n<\/tr>\n
1037<\/td>\nEvaluation of the PVD Smear Zone Using Micro Penetrometer <\/td>\n<\/tr>\n
1047<\/td>\nUpdating Uncertainties in Undrained Shear Strengths by Multivariate Correlations <\/td>\n<\/tr>\n
1057<\/td>\nEstimation of Consolidation Coefficient from Piezocone Dissipation Tests in Jiangsu Quaternary Clay Deposits, China <\/td>\n<\/tr>\n
1068<\/td>\nApplication of Effective Cone Factor for Strength Characterization of Saturated Clays <\/td>\n<\/tr>\n
1076<\/td>\nSuspension P-S Logging for Geophysical Investigation of Deep Soil and Bedrock <\/td>\n<\/tr>\n
1088<\/td>\nSoil Parameter Evaluation from Hybrid In Situ Penetration-Geophysics Testing <\/td>\n<\/tr>\n
1098<\/td>\nSeismic Site Classification Using Boreholes and Shear Wave Velocity: Assessing the Suitable Method for Shallow Engineering Rock Region <\/td>\n<\/tr>\n
1108<\/td>\nSite Characterization of Clay Deposits in Northeast Nile Delta <\/td>\n<\/tr>\n
1118<\/td>\nDemands for Seismic Site Investigation at Wind Power Station Foundation in Former Mining Areas <\/td>\n<\/tr>\n
1129<\/td>\nNumerical Investigation of the Pressuremeter Results Affected by Anisotropy of Geomaterials <\/td>\n<\/tr>\n
1139<\/td>\nComparison of Underwater MASW, Seismic CPT, and Downhole Methods: Offshore Croatia <\/td>\n<\/tr>\n
1147<\/td>\nEnd of Primary Consolidation for the Gulf Coast Soils <\/td>\n<\/tr>\n
1155<\/td>\nEvaluating Shear Wave Velocity of In-Place Compacted Backfill <\/td>\n<\/tr>\n
1171<\/td>\nCharacterizing Subsurface Conditions Using Drilling Parameters for a Deep Foundation Project in Boston, MA, USA <\/td>\n<\/tr>\n
1181<\/td>\nInstrumentation and Data Acquisition for Site Geo-Characterization
Improvement of Rainer System with a Porous Plate <\/td>\n<\/tr>\n
1191<\/td>\nCharacterisation of an Urban Site by Ambient Noise HVSR Method: Resonance Frequencies and Site Amplifications <\/td>\n<\/tr>\n
1201<\/td>\nBridge Restoration and Landslide Correction Using Stabilization Pier and Grade Beam Structural System <\/td>\n<\/tr>\n
1211<\/td>\nReal-Time Slope and Wall Monitoring and Reporting Using 3-D MEMS-Based, In-Place Instrumentation System <\/td>\n<\/tr>\n
1221<\/td>\nAssessment of Slope Failure Using Advanced Geotechnical Tests: Case Study in Harrisonburg, Louisiana <\/td>\n<\/tr>\n
1230<\/td>\nLevee Evaluation Studies in Sacramento, California: Correlating Helicopter-Borne EM Data, Borings, and Geology <\/td>\n<\/tr>\n
1240<\/td>\nThe Use of Forensic Engineering in Sinkhole Investigations <\/td>\n<\/tr>\n
1247<\/td>\nExperimental Study on Triaxial Geogrid-Reinforced Bases over Weak Subgrade under Cyclic Loading <\/td>\n<\/tr>\n
1256<\/td>\nA Study on the Development of Anisotropic Shear Modulus for Soft Clay during the K[sub(0)] Consolidation <\/td>\n<\/tr>\n
1266<\/td>\nA Suggested Approach to Study Variability of Impact Hardness Strength in Heterogeneous Rock Materials <\/td>\n<\/tr>\n
1276<\/td>\nInstallation of Downdrag Instrumentation on a Bridge Abutment Foundation: Lessons Learned <\/td>\n<\/tr>\n
1285<\/td>\nLandslide Stability Analysis Utilizing Shear Strength of Slip Surface Soil: Asato and Tyunjun Landslides, Okinawa, Japan <\/td>\n<\/tr>\n
1294<\/td>\nMeasurement Techniques of Ground Vibration for Rail System <\/td>\n<\/tr>\n
1304<\/td>\nShear Deformation Behavior of the Cemented Interface between Concrete and Argillaceous Siltstone <\/td>\n<\/tr>\n
1314<\/td>\nPhotoelastic Sensors for Measurement of K[sub(0)] <\/td>\n<\/tr>\n
1323<\/td>\nEvaluation of Compacted Silt Characteristics by Ultrasonic Pulse Velocity Testing <\/td>\n<\/tr>\n
1333<\/td>\nDevelopment of Opto-Laser Borehole Scanning System <\/td>\n<\/tr>\n
1342<\/td>\nSite Characterization by Surface Wave Method
Optimum MASW Survey\u2014Revisit after a Decade of Use <\/td>\n<\/tr>\n
1352<\/td>\nCharacteristic Shear Velocity Profiles for Predominant Sediment Fill Units in the Las Vegas Basin <\/td>\n<\/tr>\n
1360<\/td>\nShallow Marine MASW: A Case History and Lessons Learned <\/td>\n<\/tr>\n
1369<\/td>\nThe 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>\nJoint Use of a Surface-Wave Method and a Resistivity Method for Safety Assessment of Levee Systems <\/td>\n<\/tr>\n
1389<\/td>\nMASW Survey Identifies Causes of Sink Activity along I-476 (Blue Route), Montgomery County, Pennsylvania <\/td>\n<\/tr>\n
1399<\/td>\nImproving MASW Results for a Site with Shallow Bedrock through the Use of Higher-Mode Data <\/td>\n<\/tr>\n
1408<\/td>\nA Comparison of Linear-Array Surface Wave Methods at a Soft Soil Site in the Mississippi Embayment <\/td>\n<\/tr>\n
1418<\/td>\nThe Use of Higher Modes in Surface Wave Testing <\/td>\n<\/tr>\n
1428<\/td>\nTowards Non-Contact Surface Wave Testing of Subsonic Soil Layers Using Microphones <\/td>\n<\/tr>\n
1433<\/td>\nMASW Imaging of the Deccan Basalt Lava Flows and Their Weathering Zones: A Case Study from Ghatia, India <\/td>\n<\/tr>\n
1441<\/td>\nMultiple 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>\nFoundation 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>\nAn Artificial Neural Network Approach for Prediction of Dynamic Pile-Soil-Pile Interaction under Vertical Motion <\/td>\n<\/tr>\n
1471<\/td>\nPrediction of Pile Settlement Using Artificial Neural Networks Based on Cone Penetration Test Data <\/td>\n<\/tr>\n
1481<\/td>\nPredicting Non-Linear Response of Laterally Loaded Pile Groups via Simple Solutions <\/td>\n<\/tr>\n
1489<\/td>\nStudies on Short Drilled Shaft Failures in Expansive Clayey Soils in a Cold Environment <\/td>\n<\/tr>\n
1499<\/td>\nNumerical Modeling of Rammed Aggregate Pier Construction <\/td>\n<\/tr>\n
1509<\/td>\nAnalysis of a Deep Shaft Excavation in Argillaceous Rock <\/td>\n<\/tr>\n
1518<\/td>\nBirmingham Bridge Emergency Repairs: Micropile Foundation Retrofit <\/td>\n<\/tr>\n
1527<\/td>\nAnalysis of Large Diameter Pipe Pile Drivability in Tokyo Bay Using Piezocone Data <\/td>\n<\/tr>\n
1537<\/td>\nMeasured Soil-Pile Interaction Pressures for Small-Diameter Laterally Loaded Pile in Loose Sand <\/td>\n<\/tr>\n
1546<\/td>\nReliability Analysis of Extrapolated Ultimate Load of Drilled Shafts Embedded in Weathered Rock <\/td>\n<\/tr>\n
1554<\/td>\nPile Responses Due to Lateral Soil Movement of Uniform and Triangular Profiles <\/td>\n<\/tr>\n
1562<\/td>\nAxial Load-Displacement Behavior of Augered Cast-in-Place Piles and Pressure-Injected Footings <\/td>\n<\/tr>\n
1572<\/td>\nDesign and Construction Considerations for Offshore Wind Turbine Foundations in North America <\/td>\n<\/tr>\n
1582<\/td>\nCase Study of the Influence of Flexural Stiffness on the Developed Soil Reactions of Three Laterally Loaded Piles <\/td>\n<\/tr>\n
1592<\/td>\nEvaluation of Base Grouted Drilled Shafts at the Audubon Bridge <\/td>\n<\/tr>\n
1602<\/td>\nJet Grouting and Soil Mixing for Increased Lateral Pile Group Resistance <\/td>\n<\/tr>\n
1612<\/td>\nPile Foundations in Weak Soils
Setup Prediction of Piles Driven into Louisiana Soft Clays <\/td>\n<\/tr>\n
1622<\/td>\nSimulation of a Centrifuge Model Test of Pile Foundations in CDSM Improved Soft Clays <\/td>\n<\/tr>\n
1631<\/td>\nAn Innovative Prefabricated Pile Installation Method Utilizing Jetting and Pressure Grouting <\/td>\n<\/tr>\n
1641<\/td>\nIncreased Lateral Resistance of Pile Group in Clay Using Compacted Fill <\/td>\n<\/tr>\n
1651<\/td>\nDesign Challenges of a NYC Waterfront Development <\/td>\n<\/tr>\n
1661<\/td>\nCharacterizing Lateral Load Behavior of a Pile in Improved Soils Surrounded by Soft Clay Using the Winkler Analysis Concept <\/td>\n<\/tr>\n
1672<\/td>\nShallow Foundations
Full-Scale Field Verification of Vibro-Replacement Ground Improvement for Improving Static and Seismic Shallow Foundation Performance <\/td>\n<\/tr>\n
1680<\/td>\nPart I: A Generalized Formulation of Continuum Models for Elastic Foundations <\/td>\n<\/tr>\n
1690<\/td>\nPart II: Application of Newly Derived and Calibrated Continuum Subgrade Models in the Analysis of Beams on Elastic Foundations <\/td>\n<\/tr>\n
1700<\/td>\nAnalysis of Structurally Restrained Eccentrically Loaded Footings <\/td>\n<\/tr>\n
1709<\/td>\nVerification 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>\nUse of Rigid Foundation System on Expansive Soils <\/td>\n<\/tr>\n
1729<\/td>\nPredicted Tunnel-Induced Settlement and Damage to Findlater\u2019s Church with Respect to Freefield and Constructed Side Considerations <\/td>\n<\/tr>\n
1739<\/td>\nSettlement Behavior of a Shallow Foundation in Dry Sand under Simulated Earthquake Motion on a Biaxial Shake Table <\/td>\n<\/tr>\n
1747<\/td>\nEstimation of Settlement of Footings under Working Loads Using Equivalent -Linear Elasticity <\/td>\n<\/tr>\n
1757<\/td>\nSoil-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>\nBehavior of Uplift Pile Foundation during Large-Scale Deep Excavation <\/td>\n<\/tr>\n
1776<\/td>\nA Numerical Case Study of Soil-Pile-Shield Tunneling Interaction for Guangzhou Subway Project <\/td>\n<\/tr>\n
1786<\/td>\nShear Strength Reduction at Soil Structure Interface <\/td>\n<\/tr>\n
1796<\/td>\nCharacterization 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>\nSimplified Design Approach of Laterally Loaded Short Piles on Finite Slope in Cohesionless Soil <\/td>\n<\/tr>\n
1816<\/td>\nModeling Stability of Stacked Geotextile Tubes <\/td>\n<\/tr>\n
1825<\/td>\nFailure Analysis of an Instrumented Stiff Clay Slope <\/td>\n<\/tr>\n
1835<\/td>\nFailing Tunnels from Changed Conditions? <\/td>\n<\/tr>\n
1845<\/td>\nModeling Differential Settlement in the Partial-Cut and Partial-Fill Embankments of the Mountainous Expressways of China <\/td>\n<\/tr>\n
1855<\/td>\nThe Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud <\/td>\n<\/tr>\n
1866<\/td>\nDesign of Drilled Shafts for Slope Stabilization <\/td>\n<\/tr>\n
1876<\/td>\nField Study of Drilled Shafts Behavior during Surcharge Load Induced Slope Movement <\/td>\n<\/tr>\n
1886<\/td>\nRiverbank Instability from Imperfect Adherence to Instructions <\/td>\n<\/tr>\n
1896<\/td>\nFinite Element Analysis of an Offshore Wind Turbine Monopile <\/td>\n<\/tr>\n
1905<\/td>\nDeep Soil Mixing (DSM) Columns to Improve Foundation Support for Bridge Approach Embankments <\/td>\n<\/tr>\n
1915<\/td>\nA Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements <\/td>\n<\/tr>\n
1924<\/td>\nReliability 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>\nReliability Assessment of Excavation-Related Movements of Underground Structures <\/td>\n<\/tr>\n
1943<\/td>\nComplexity of Limit Equilibrium Based Slope Reliability Problems <\/td>\n<\/tr>\n
1953<\/td>\nReliability-Based Design for Basal Heave in an Excavation Considering Spatial Variability <\/td>\n<\/tr>\n
1963<\/td>\nUse of Reliability Methods as a Project Management Tool: The Cherry Island Landfill Expansion Project <\/td>\n<\/tr>\n
1973<\/td>\nRisk Assessment Tools in Geotechnical Engineering
Coastal Wastewater Systems and the Mitigation of Geohazards <\/td>\n<\/tr>\n
1983<\/td>\nRisk Modeling Issues and Appropriate Technology <\/td>\n<\/tr>\n
1991<\/td>\nComparison of Slope Reliability Methods of Analysis <\/td>\n<\/tr>\n
2001<\/td>\nStatistical Evaluation of Levee Design Data <\/td>\n<\/tr>\n
2011<\/td>\nExpected Design Factor of Safety from a Pile Load Test Program <\/td>\n<\/tr>\n
2021<\/td>\nStatistical Assessment of Repeatability of Soil-Geomembrane Interface Shear Tests <\/td>\n<\/tr>\n
2031<\/td>\nApplications of Risk Analyses for Civil Infrastructures
Dynamic Risk Management System for Large Project Construction in China <\/td>\n<\/tr>\n
2041<\/td>\nSafety Assessment of Quake Lakes <\/td>\n<\/tr>\n
2051<\/td>\nGeotechnical Baseline Reports for Foundation Projects <\/td>\n<\/tr>\n
2061<\/td>\nProbabilistic Analysis of Slope Stability of Earth Dams during Rainfall Infiltration <\/td>\n<\/tr>\n
2071<\/td>\nForensic Analysis of an Excavation Bracing System Failure <\/td>\n<\/tr>\n
2081<\/td>\nRandom Fields: Modeling, Estimation, Simulation, and Design
Simulating Differential Settlement of Landfill Foundations Using Random Fields <\/td>\n<\/tr>\n
2091<\/td>\nA New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands <\/td>\n<\/tr>\n
2101<\/td>\nRandom Fields for Site Response Analysis <\/td>\n<\/tr>\n
2112<\/td>\nThe Importance of the Spatial Variability of Geotechnical Properties for Numerical Models of Downhole Seismic Arrays <\/td>\n<\/tr>\n
2122<\/td>\nReliability Analyses of Slopes Incorporating Head and Flow Anistropy as Random Variables <\/td>\n<\/tr>\n
2132<\/td>\nLRFD 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>\nCalibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Information <\/td>\n<\/tr>\n
2152<\/td>\nLoad Resistance Factor Design Using Target Reliability Approach for External Seismic Stability of Reinforced Soil Walls <\/td>\n<\/tr>\n
2162<\/td>\nParametric Study of Seismic AASHTO Design Methods for Metallic Mechanically Stabilized Earth Walls <\/td>\n<\/tr>\n
2172<\/td>\nReliability-Based Analysis of Strip Footings Subjected to an Inclined or an Eccentric Loading <\/td>\n<\/tr>\n
2182<\/td>\nA Reliability-Based Approach to the Design of Spread Footings on Granular Soil <\/td>\n<\/tr>\n
2192<\/td>\nLRFD Resistance Factors Including the Influence of Pile Setup for Design of Steel H-Pile Using WEAP <\/td>\n<\/tr>\n
2202<\/td>\nIncorporating Geostatistical Aspects in LRFD Design for Deep Foundations <\/td>\n<\/tr>\n
2212<\/td>\nGeotechnical 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>\nCase History: Finite Element Analysis of Time Dependent Settlement of Lake Jessup Bridge Embankment in Central Florida <\/td>\n<\/tr>\n
2231<\/td>\nRisk Analysis of Tangjiashan Landslide Dam <\/td>\n<\/tr>\n
2241<\/td>\nRaising a Rattlesnake: Rattlesnake Hollow Ash Pond Dam Crest Raise <\/td>\n<\/tr>\n
2251<\/td>\nGeotechnical Characterization of Dredging Sediments for Valorization in Road Embankments: Case of the Cheurfas Dam (Algeria) <\/td>\n<\/tr>\n
2261<\/td>\nStability Analysis of Fault Rock Heterogeneity on the Left Pressure Shaft Collapse of Siah Bisheh Dam, North Iran <\/td>\n<\/tr>\n
2271<\/td>\nReinforced Soil Slopes and Walls
A Case History of MSE Wall Failure: Finite Element Modeling and Evaluation <\/td>\n<\/tr>\n
2282<\/td>\nEvaluation of Kinematic Constraints Based Method for Reinforced Soil Walls <\/td>\n<\/tr>\n
2292<\/td>\nNumerical Simulation of the Failure of Dense Sands Reinforced with a Smooth Brass Plate in Plane Strain Compression <\/td>\n<\/tr>\n
2302<\/td>\nSeismic Behavior of Gravity Retaining Walls <\/td>\n<\/tr>\n
2310<\/td>\nSimplified Method of Design of Nailed Soil Wall <\/td>\n<\/tr>\n
2320<\/td>\nA Model for Rockfall Protection Structures Based on a Multi-Scale Approach <\/td>\n<\/tr>\n
2330<\/td>\nFinite Element Simulation of Strip Footings Resting on Double Faced Wrap- Around Reinforced Soil Walls <\/td>\n<\/tr>\n
2340<\/td>\nTunnels
Nonlinear Analysis of Tunneling Effects on Building Using Macro-Elements <\/td>\n<\/tr>\n
2350<\/td>\nInvestigation on Tunnel-Induced Successive Surface Displacements during Construction Period at Shallow Depths in Shanghai Soft Ground <\/td>\n<\/tr>\n
2358<\/td>\nRisk Assessment of Voids behind the Lining of Mountain Tunnels <\/td>\n<\/tr>\n
2368<\/td>\nCentrifuge Modeling of Face Excavation in Tunnels with a Deformable Lining <\/td>\n<\/tr>\n
2378<\/td>\nNumerical Modeling of Seismic Response of a Cut-and-Cover Tunnel with Improved Ground <\/td>\n<\/tr>\n
2388<\/td>\nThree-Dimension FEM Analysis of Large Cross-Section Tunnel in Collapsible Loess Constructed by CRD Method <\/td>\n<\/tr>\n
2398<\/td>\nShallow NATM Tunnel with Advancing Face Support: Numerical Analysis with Hypoplastic Model <\/td>\n<\/tr>\n
2407<\/td>\nHealth Monitoring of Tunnel Shotcrete Lining Using Nondestructive Testing Methods <\/td>\n<\/tr>\n
2417<\/td>\nSoil Improvement
The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement <\/td>\n<\/tr>\n
2427<\/td>\nUndrained Load Response of Soft Clays Reinforced with Geosynthetic- Encased Sand Columns <\/td>\n<\/tr>\n
2437<\/td>\nLarge-Scale Plate Load Testing of Ground Improved Using Displacement Grout Columns <\/td>\n<\/tr>\n
2445<\/td>\nWick Drains and Rock Fill Save the Day: A Case for Settlement and Stability Solutions <\/td>\n<\/tr>\n
2455<\/td>\nPrediction of Earth Pressures in Soil-Bentonite Cutoff Walls <\/td>\n<\/tr>\n
2465<\/td>\nA Practical Method to Account for Strength Variability of Deep-Mixed Ground <\/td>\n<\/tr>\n
2473<\/td>\nI-78 and PA-33 Sinkhole Mitigation Measures <\/td>\n<\/tr>\n
2483<\/td>\nComparison of Measured and BEM Computed Contact Area between Roller Drum and Layered Soil <\/td>\n<\/tr>\n
2493<\/td>\nSoil-Cement: Advances in Mix Design, Geochemistry, and Performance
Stabilization and Erosion Control of Slopes Using Cement Kiln Dust <\/td>\n<\/tr>\n
2501<\/td>\nBehavior of Vertical Hydraulic Barriers Composed by Sandy Soil, Bentonite, and Cement Subjected to Alkaline Contaminants <\/td>\n<\/tr>\n
2511<\/td>\nDesign and Pilot Tests of Binder Stabilization of Oily Refinery and Dredged Marine Sediments <\/td>\n<\/tr>\n
2521<\/td>\nA Laboratory Study of Binder Stabilization of Oily Refinery and Dredged Marine Sediments <\/td>\n<\/tr>\n
2531<\/td>\nEvaluation of Two Aluminum Powders for Soil-Cement Applications <\/td>\n<\/tr>\n
2541<\/td>\nPavement 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>\nA Best-Fit Rigid Pavement Back-Calculation Method Based on Site-Specific FEM Analysis <\/td>\n<\/tr>\n
2560<\/td>\nSensitivity Analysis and Calibration of the Alligator Cracking Model Using Regional Data <\/td>\n<\/tr>\n
2570<\/td>\nFDOT Testing and Evaluation of a Beneficial Re-Use Base Course Material <\/td>\n<\/tr>\n
2580<\/td>\nFinite Element Sensitivity Analysis of Permanent Deformation under Accelerated Loading <\/td>\n<\/tr>\n
2590<\/td>\nA Numerical Study on Stress-Strain Responses of Biaxial Geogrids under Tension at Different Directions <\/td>\n<\/tr>\n
2600<\/td>\nA Review on Flexible Pavement Performance Life Assessment <\/td>\n<\/tr>\n
2610<\/td>\nModeling of Subgrade Soils and Pavement Materials
Bearing Strength and Swelling Behavior of Jingmen Expansive Soil <\/td>\n<\/tr>\n
2620<\/td>\nControlling Preshear Relative Density in Triaxial Tests and Its Effects on Undrained Behavior of Sand <\/td>\n<\/tr>\n
2630<\/td>\nSimulating Rate-Dependent Behavior of Geogrid-Reinforced Sands by FEM <\/td>\n<\/tr>\n
2640<\/td>\nNonlinear Cyclic Characteristics of Soils <\/td>\n<\/tr>\n
2650<\/td>\nApplicability of Burger Model in Predicting the Response of Viscoelastic Soil Beds <\/td>\n<\/tr>\n
2660<\/td>\nSoft Computing Methodology to Determine Pavement Thickness from Falling Weight Deflectometer Testing <\/td>\n<\/tr>\n
2670<\/td>\nDesign of Effective Subsurface Drainage for Flexible Pavement <\/td>\n<\/tr>\n
2680<\/td>\nEvaluation of EICM for Subsurface Moisture, Temperature, and Frost Depth in Flexible Pavements <\/td>\n<\/tr>\n
2690<\/td>\nApplication of Random Vibration Techniques to Resonant Column Testing <\/td>\n<\/tr>\n
2701<\/td>\nMechanistic 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>\nSensitivity of Predicted Flexible Pavement Performance to Unbound Material Hydraulic Properties <\/td>\n<\/tr>\n
2721<\/td>\nPlastic Deformation of Recycled Base Materials <\/td>\n<\/tr>\n
2731<\/td>\nGeoenviromental 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>\nAn Assessment of Soil Parameters Governing Soil Strength Increases with Chemical Additives <\/td>\n<\/tr>\n
2751<\/td>\nLaboratory-Prepared Iron Oxide Coatings on Coarse-Grained Soils as Residual Soil Simulants <\/td>\n<\/tr>\n
2761<\/td>\nRevealing Fluoride Contaminated Aquifers in Hard Rock Terrain Using Electrical Resistivity and Induced Polarization (IP) Methods <\/td>\n<\/tr>\n
2771<\/td>\nFiring Range Soils: Advances in Characterization, Metal Speciation, and Treatment
The Effect of Plants on Lead Dissolution <\/td>\n<\/tr>\n
2780<\/td>\nFragmentation and Distribution of Lead Following Firing into Various Types of Range Soils <\/td>\n<\/tr>\n
2788<\/td>\nImmobilization of Cu, Pb, and W in Mixed Munitions Firing Range Contaminated Soils by Various Amendments <\/td>\n<\/tr>\n
2798<\/td>\nGeoenvironmental Processes for Soil Remediation and Geohazard Mitigation
Characterization and Evaluation of Stabilized\/Solidified Heavy Metal Contaminated Clays <\/td>\n<\/tr>\n
2808<\/td>\nAn Experimental Setup for Electromagnetic Stimulation of Air Sparging <\/td>\n<\/tr>\n
2818<\/td>\nComparative Assessment of Contaminant Sorption in Lateritic Soil\u2014Bentonite Mixtures <\/td>\n<\/tr>\n
2826<\/td>\nA Feasibility Study on Reducing Flowability of Vacuum Tower Bottoms Using Aggregate <\/td>\n<\/tr>\n
2833<\/td>\nPassive Reactive Berm to Provide Low Maintenance Lead Containment at Small Arms Firing Ranges <\/td>\n<\/tr>\n
2840<\/td>\nTreatment of Metals-Contaminated Soil by the Application of Lime and Grasses <\/td>\n<\/tr>\n
2850<\/td>\nProbabilistic Design and Cost Assessment for a Deep Geologic Repository <\/td>\n<\/tr>\n
2860<\/td>\nLandfills
Lysimtery versus Deep Water Content Monitoring: Field Performance Evaluation of Alternative Landfill Covers <\/td>\n<\/tr>\n
2869<\/td>\nSeismic Translational Failure Analysis of MSW Landfills Using Pseudo-Static Approach <\/td>\n<\/tr>\n
2879<\/td>\nSpatial Correlation of Groundwater and Leachate Quality Data from a Solid Waste Disposal Site <\/td>\n<\/tr>\n
2888<\/td>\nLysimeters versus Actual Earthen Caps: Numerical Assessment of Soil Water Storage <\/td>\n<\/tr>\n
2898<\/td>\nUse of SHANSEP Design Parameters in Landfill Design: A Cost\/Benefit Case Study <\/td>\n<\/tr>\n
2906<\/td>\nIn-Service Hydraulic Properties of Two Landfill Final Covers in Northern California <\/td>\n<\/tr>\n
2917<\/td>\nMethane Emissions and Oxidation in Landfills
Developing a Design Approach to Reduce Methane Emissions from California Landfills <\/td>\n<\/tr>\n
2927<\/td>\nMethane Emission Estimation and Control through the Life Cycle of MSW Landfills <\/td>\n<\/tr>\n
2935<\/td>\nMethane Oxidation in Landfill Cover Soils <\/td>\n<\/tr>\n
2945<\/td>\nComparison between Field and Laboratory Methane Oxidation Rates <\/td>\n<\/tr>\n
2955<\/td>\nHydraulic Aspects of the Design of a Passive Methane Oxidation Biocover <\/td>\n<\/tr>\n
2964<\/td>\nSustainable Geotechnics: Beneficial Use and Material Substitutions
Sustainable Geotechnical Design <\/td>\n<\/tr>\n
2972<\/td>\nA Model for the Characterization of the Scrap Tire Bale Interface <\/td>\n<\/tr>\n
2982<\/td>\nDesign of Dredged Material Containment Area Dikes on Soft Foundations <\/td>\n<\/tr>\n
2992<\/td>\nCharacterization of Slag Fines for Use as a Dredged Material Amendment <\/td>\n<\/tr>\n
3002<\/td>\nGeoHazard Mitigation Problems
Earthquake Engineering
SCOP: Gaining Permission for Explosive Blasting near Cultural Resources on Bureau of Reclamation Lands <\/td>\n<\/tr>\n
3012<\/td>\nDesign Charts for Retaining Walls in Seismic Areas <\/td>\n<\/tr>\n
3021<\/td>\nAnalysis of the Effects of Soil Behavior Law on the Transfer and Impedance Functions in Soil-Pile Interaction Models <\/td>\n<\/tr>\n
3031<\/td>\nCentrifuge Testing of Segmental Geosynthetic-Reinforced Soil Retaining Walls Subject to Modest Seismic Loading <\/td>\n<\/tr>\n
3038<\/td>\nApplication of Interpolation Methods for Peak Ground Acceleration Estimation in Emergency Management of Metropolises <\/td>\n<\/tr>\n
3048<\/td>\nDynamic Response of Pile Foundation in Partially Saturated Soils <\/td>\n<\/tr>\n
3058<\/td>\nWedge Stability Assessment of a High Rock Slope <\/td>\n<\/tr>\n
3068<\/td>\nExperimental Calibration and Verification of Equivalent Linear Models for Intrinsic Damping in Soil-Structure Dynamics <\/td>\n<\/tr>\n
3078<\/td>\nSeismic Soil-Pile-Structure Interaction: Analytical Models <\/td>\n<\/tr>\n
3091<\/td>\nChallenges in Prediction Earthquake-Induced Settlements of Partially Saturated Sands <\/td>\n<\/tr>\n
3101<\/td>\nLiquefaction Computational Models
Analytical Study on Mitigation of Liquefaction-Related Damage to Flume Channel Using Sheet-Pile with Drain <\/td>\n<\/tr>\n
3111<\/td>\nInvestigation of Critical Depth of Liquefaction in Soil Deposits Containing Double Loose Sand Lenses <\/td>\n<\/tr>\n
3119<\/td>\nA Simplified Coupled Soil-Pore Water Pressure Generation for Use in Site Response Analysis <\/td>\n<\/tr>\n
3129<\/td>\nSlopes
A Slope Stability Case Study by Limit Equilibrium and Finite Element Methods <\/td>\n<\/tr>\n
3139<\/td>\nRational Analysis of Slope Stabilization with Piers and Determination of Unfactored Pier Load <\/td>\n<\/tr>\n
3149<\/td>\nStability Analysis for a Landfill Experiencing Elevated Temperatures <\/td>\n<\/tr>\n
3159<\/td>\nWave-Induced Failure of Soft Cliff and Its Evaluation <\/td>\n<\/tr>\n
3169<\/td>\nDeterministic Landslide Hazard Assessment at Regional Scale <\/td>\n<\/tr>\n
3179<\/td>\nReduction in Factor of Safety for Various Landslide Repair Works with Earthquake Induced Ground Shaking <\/td>\n<\/tr>\n
3188<\/td>\nApplication of Recovered Strength in Stability Analysis of Reactivated Landslide, Xuechengzhen, China <\/td>\n<\/tr>\n
3194<\/td>\nAnalysis of Landslide Reactivation Mechanisms in Daunia Clay Slopes by Means of Limit Equilibrium and FEM Methods <\/td>\n<\/tr>\n
3204<\/td>\nInfluence 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>\nExamination of Simplified Displacement-Based Methods for Dynamic Analyses of Slopes <\/td>\n<\/tr>\n
3224<\/td>\nEvaluation of a Complex Landslide by Means of a 3D Geotechnical Model <\/td>\n<\/tr>\n
3235<\/td>\nA Case Study on Geomorphological Characteristics of Cut Slope Failure in Soksil District, Korea <\/td>\n<\/tr>\n
3246<\/td>\nUse of Properly Designed Flexible Barriers to Mitigate Debris Flow Natural Hazards <\/td>\n<\/tr>\n
3256<\/td>\nDrained Residual Strength for Landslides <\/td>\n<\/tr>\n
3266<\/td>\nGeotechnical Engineering Education
Education
A Project-Based Introductory Geotechnical Laboratory Course <\/td>\n<\/tr>\n
3276<\/td>\nAmerica\u2019s Research-Active, Geotechnical Faculty Members\u2014A Snapshot of the Community <\/td>\n<\/tr>\n
3286<\/td>\nTeaching with Case Histories through Critical Thinking <\/td>\n<\/tr>\n
3296<\/td>\nIntegrating Engineering into a General STEM Program for Middle School Girls <\/td>\n<\/tr>\n
3305<\/td>\nReinvigorating Geology through Case-Based and Hands-On Learning <\/td>\n<\/tr>\n
3314<\/td>\nThe Use of Term Paper Projects to Learn Geo-Engineering <\/td>\n<\/tr>\n
3324<\/td>\nGeoengineering and Refereed Journals: A Survey <\/td>\n<\/tr>\n
3334<\/td>\nUsing Modern Sensors in High School Science Labs to Promote Engineering Careers <\/td>\n<\/tr>\n
3344<\/td>\nGeoWall: Creativity, Statistics, and Reliability <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

GeoFlorida 2010<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2010<\/td>\n3353<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78670,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78669","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78669","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78670"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78669"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78669"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78669"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}