ASCE 9780784410950 2010
$89.58
GeoFlorida 2010
| Published By | Publication Date | Number of Pages |
| ASCE | 2010 | 3353 |
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.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 12 | Table of Contents |
| 40 | Keynote Lectures Prediction in Geoenvironmental Engineering: Recommendations for Reliable Predictive Modeling |
| 53 | Reliability-Based Geotechnical Engineering |
| 92 | Dynamic Analysis of Free-Falling Penetrometers in Soil Deposits |
| 108 | Application of Numerical Analysis in Geotechnical Engineering Practice |
| 128 | Geotechnical Modeling Modeling and Design of Geoenvironmental Systems Parameters Controlling Strength of Coal Fly Ash—Lime Improved Soil |
| 138 | Using WiscLEACH to Estimate Groundwater Impacts from Fly Ash Stabilized Layers in Roadways |
| 148 | Novel Implicit Automated Time Stepping Algorithm for Contaminant Transport through Soil |
| 158 | Advances in Computational Limit State Analysis and Design |
| 168 | State-of-the-Art: Consolidation-Induced Contaminant Transport for High Water Content Geo-Materials |
| 178 | Modeling of Geotechnical Engineering Systems A Coupled Damage and Plasticity Drucker-Prager Model Based on Thermodynamics of Internal Variables |
| 186 | Nonlinear Analysis for a Single Vertical Drain Including the Effects of Preloading Considering the Compressibility and Permeability of the Soil |
| 196 | Multi-Physical Simulation of Freezing Unsaturated Soil |
| 206 | Limit Equilibrium of 2D and 3D Nonhomogeneous Loaded Ground Masses |
| 214 | A Comparison of Numerical Algorithms in the Analysis of Pile Reinforced Slopes |
| 223 | Numerical Study of Effect of Encasement on Stone Column Performance |
| 233 | Development of Performance Upgrade Technique of Existing Rockfall Protection Fence |
| 243 | Modeling Soil-Pile Interaction under Axial Loading Using a Bilinear Mohr-Coulomb Based Model |
| 253 | Numerical Modeling of Discontinuous Rock Masses Fracture and Fragmentation of Rock Subjected to Uniaxial Cyclical Loading |
| 263 | Rock Catchment Area Design Charts |
| 273 | Load Transfer to Micro Pile Rock Socket |
| 283 | Evaluating Ground Settlement above a Mined Area |
| 293 | Rock Slope Stability Modeling |
| 303 | Prediction of Side Resistance in Poor Quality Rock: RQD vs. GSI |
| 312 | Slope Stability with Permanent Rock Anchors |
| 322 | Stability Analysis of Vertical Boreholes Using a Three-Dimensional Hoek-Brown Strength Criterion |
| 332 | Simulation of Pore-Scale Fluid Flow through Glass Beads Using Lattice Boltzmann Method |
| 340 | Unsaturated Soil Modeling in Engineering Practice Analysis of Engineering Properties of Red Clay during Drying Process |
| 346 | Shear Strength of Unsaturated Soil-Geotextile Interfaces |
| 356 | Tidal Influence on Embankment Settlement in Coastal Louisiana |
| 367 | Dynamic Capillary Effect and Its Impact on the Residual Water Content in Unsaturated Soils |
| 377 | Characterization of Unusual Ground Fissuring in a Dry Lakebed—Broadwell Basin, San Bernardino County, California |
| 386 | Performance of Reinforced Collapsible Soil |
| 396 | Unsaturated Hydraulic Conductivity of Compacted Lateritic Soil Treated with Bagasse Ash |
| 409 | Analytical Model for Prediction of Strains for Tunneling in Swelling Grounds |
| 420 | A Refined True Triaxial Cell for Modeling Unsaturated Soil Response under Suction Controlled Stress Paths |
| 429 | Suction Stress Influence on Earth Retaining Structures |
| 439 | Soil Water Characteristic Curves of Compacted Clay Subjected to Multiple Wetting and Drying Cycles |
| 449 | Impact of Effective Stress on the Dynamic Shear Modulus of Unsaturated Sand |
| 459 | Computational Methods in Unsaturated Flow and Coupled Processes Design Charts for Vertical Drains Considering Soil Disturbance |
| 469 | Modeling Rheological Properties of Coarse Grained Materials |
| 479 | Strain Localization Based on the Bifurcation Theory: An Application to the Hypoplastic Constitutive Model |
| 491 | Visco-Hypoplastic Model for Structured Soils |
| 500 | Modification of the Hypoplasticity Von Wolffersdorff Equation Using a Bounding Surface and State-Dependent Peak Dilatancy Criterion |
| 509 | Simulation of Expansive Clay Behavior under Simultaneous Heating- Hydration for Nuclear Waste Storage Applications |
| 519 | Imaging Applications Application of Electrical Resistivity for Subsurface Characterization of Hattian Bala Landslide Dam |
| 529 | Application of Surface Geophysics for Providing a Detailed Geotechnical Assessment of a Large Resort Development Site in Anguilla, BWI |
| 539 | An X-Ray Computed Tomography Study: The Influence of Inherent Particle Characteristics on the Packing Density of Granular Materials |
| 549 | Using Outcrop-Scale Digital Images for Size Distribution of Boulders and Blocks |
| 559 | Imaging Piles in Bridge Foundations Using Tomography and Horizontal Seismic Reflector Tracing |
| 569 | Microbehavior of Soils and Granular Media Micromechanical Modeling of Granular Materials Including Crushing Static Fatigue Produces Time Effects in Granular Materials |
| 579 | Grain Shape Quantifications and Their Relationship to Dilatancy |
| 589 | Crushing of Particles under Simulated Static and Centrifuge Forces |
| 599 | Measurement of the Abrasion of Granular Materials Using Fractals |
| 609 | 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 |
| 619 | From Micromechanics Particle Simulation to Macroscopic Experimental Phenomena of Cross-Anisotropic Soil Elasticity |
| 630 | A Hypoplastic Sand Model Taking into Account Fabric Anisotropy |
| 639 | DSS Test Results Using Wire-Reinforced Membranes and Stacked Rings |
| 647 | Microscale Properties to Macroscale Behavior of Engineered Soils Settlement Behavior of Compacted Soils Containing a Small Amount of Organic Matter |
| 657 | Pamper Bacteria, They Will Help Us: Application of Biochemical Mechanisms in Geo-Environmental Engineering |
| 667 | Influence of Ionic Concentration and Internal Porosity on the Behavior of Diatom-Clay Mixtures |
| 677 | Analysis of Particle Shape Using Fractals |
| 685 | Behavior of Sand-Rubber Mixtures According to Strain Level |
| 695 | Meso-Scale Heterogeneity Effects on Excess Pore Water Pressure Dissipation |
| 703 | 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 |
| 711 | Experimental Study on Subsurface Erosion of Peats |
| 720 | Development Mechanism and Remediation of Multiple Spontaneous Sinkholes: A Case History |
| 728 | Load Deformation Behavior of Drilled Shafts in Residual Soil |
| 738 | Florida Clay Gets a Bad Rap |
| 747 | Study of Expansive Soil Behavior Using Low to Medium Frequency Electromagnetic Waves |
| 756 | Equivalent Effective Stress in Unsaturated Fine Sand |
| 766 | A Case History of Construction Induced Sinkholes |
| 776 | A Case History of Pile Foundation Remediation for Karst Activity |
| 786 | Modeling and Numerical Analysis of Expansive Soil in Stress Path Tests |
| 796 | Laboratory Performance Evaluation of Stabilized Sulfate Constaining Soil with Lime and Class C Fly Ash |
| 806 | Influence of Lime Dosage on Stabilization Effectiveness of Montmorillonite Dominant Clays |
| 816 | Experimental Study on the Creep Behavior of the Yangtze River Sand |
| 822 | Stiffness Response of Residual and Saprolitic Soils Using Resonant Column and Bender Element Testing Techniques |
| 832 | Characterization of Problematic Expansive Soils from Mineralogical and Swell Characterization Studies |
| 842 | Particle Size Analysis of Shale-Rich Mined Clay from Appalachian Ohio |
| 852 | Laboratory and Field Investigation of Variation of Erodibility with Dry Unit Weight of Different Soils |
| 862 | Assess the Stress-Strain and Interfacial Frictional Behavior of Nonwoven Geotextile Reinforced Residual Soils |
| 872 | Cyclic Triaxial Behavior of Pond Ash |
| 881 | Static and Dynamic Properties of a Calcareous Sand from Southwest Puerto Rico |
| 891 | Characterization of Reinforced Asphalt Pavement Structures Built over Organic Soils Employing Falling Weight Deflectometer |
| 901 | A Case Study on the Geotechnical Characteristics of Collapsed Cut-Slope in Yeosu, Korea |
| 911 | Non-Destructive Technologies for Geo-Materials and Infrastructure Assessment Living with Deep Foundation Defects |
| 921 | Non-Destructive Test to Measure Pollutant Transport into Landfill Liners |
| 931 | Estimation of Shear-Wave Velocity Profiles: Inversion of Spatial Autocorrelation Coefficients |
| 939 | Mapping Soft Soil Zones and Top-of-Bedrock beneath High-Traffic Areas in Honolulu Using 2D ReMi |
| 949 | A Simple Attenuation Prediction Method for Ground Vibration Induced by High-Speed Trains |
| 959 | Site Characterization and Modeling for an Underground Water Storage Tank, Black Hawk, Colorado |
| 969 | The Effect of Water Content on Light Weight Deflectometer Measurements |
| 979 | Evaluation of Stiffness and Void Ratio by Field Velocity Probe in Soft Soils |
| 989 | Relationships between Compression Wave Velocity and Unconfined Compression Strength for Weathered Florida Limestone |
| 999 | A Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain |
| 1009 | Motion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation |
| 1019 | Integrating Multiple Subsurface Exploration Technologies in Slope Hydrogeologic Investigation: A Case Study in Taiwan |
| 1029 | In Situ Testing for Geo-Engineering Analysis and Design Cone Tip Resistance of Highly Compressible Jeju Beach Sand |
| 1037 | Evaluation of the PVD Smear Zone Using Micro Penetrometer |
| 1047 | Updating Uncertainties in Undrained Shear Strengths by Multivariate Correlations |
| 1057 | Estimation of Consolidation Coefficient from Piezocone Dissipation Tests in Jiangsu Quaternary Clay Deposits, China |
| 1068 | Application of Effective Cone Factor for Strength Characterization of Saturated Clays |
| 1076 | Suspension P-S Logging for Geophysical Investigation of Deep Soil and Bedrock |
| 1088 | Soil Parameter Evaluation from Hybrid In Situ Penetration-Geophysics Testing |
| 1098 | Seismic Site Classification Using Boreholes and Shear Wave Velocity: Assessing the Suitable Method for Shallow Engineering Rock Region |
| 1108 | Site Characterization of Clay Deposits in Northeast Nile Delta |
| 1118 | Demands for Seismic Site Investigation at Wind Power Station Foundation in Former Mining Areas |
| 1129 | Numerical Investigation of the Pressuremeter Results Affected by Anisotropy of Geomaterials |
| 1139 | Comparison of Underwater MASW, Seismic CPT, and Downhole Methods: Offshore Croatia |
| 1147 | End of Primary Consolidation for the Gulf Coast Soils |
| 1155 | Evaluating Shear Wave Velocity of In-Place Compacted Backfill |
| 1171 | Characterizing Subsurface Conditions Using Drilling Parameters for a Deep Foundation Project in Boston, MA, USA |
| 1181 | Instrumentation and Data Acquisition for Site Geo-Characterization Improvement of Rainer System with a Porous Plate |
| 1191 | Characterisation of an Urban Site by Ambient Noise HVSR Method: Resonance Frequencies and Site Amplifications |
| 1201 | Bridge Restoration and Landslide Correction Using Stabilization Pier and Grade Beam Structural System |
| 1211 | Real-Time Slope and Wall Monitoring and Reporting Using 3-D MEMS-Based, In-Place Instrumentation System |
| 1221 | Assessment of Slope Failure Using Advanced Geotechnical Tests: Case Study in Harrisonburg, Louisiana |
| 1230 | Levee Evaluation Studies in Sacramento, California: Correlating Helicopter-Borne EM Data, Borings, and Geology |
| 1240 | The Use of Forensic Engineering in Sinkhole Investigations |
| 1247 | Experimental Study on Triaxial Geogrid-Reinforced Bases over Weak Subgrade under Cyclic Loading |
| 1256 | A Study on the Development of Anisotropic Shear Modulus for Soft Clay during the K[sub(0)] Consolidation |
| 1266 | A Suggested Approach to Study Variability of Impact Hardness Strength in Heterogeneous Rock Materials |
| 1276 | Installation of Downdrag Instrumentation on a Bridge Abutment Foundation: Lessons Learned |
| 1285 | Landslide Stability Analysis Utilizing Shear Strength of Slip Surface Soil: Asato and Tyunjun Landslides, Okinawa, Japan |
| 1294 | Measurement Techniques of Ground Vibration for Rail System |
| 1304 | Shear Deformation Behavior of the Cemented Interface between Concrete and Argillaceous Siltstone |
| 1314 | Photoelastic Sensors for Measurement of K[sub(0)] |
| 1323 | Evaluation of Compacted Silt Characteristics by Ultrasonic Pulse Velocity Testing |
| 1333 | Development of Opto-Laser Borehole Scanning System |
| 1342 | Site Characterization by Surface Wave Method Optimum MASW Survey—Revisit after a Decade of Use |
| 1352 | Characteristic Shear Velocity Profiles for Predominant Sediment Fill Units in the Las Vegas Basin |
| 1360 | Shallow Marine MASW: A Case History and Lessons Learned |
| 1369 | The Use of MASW to Improve the Geotechnical Site Characterization of the 18.5 Km (11.5 Miles) Long Augusta Levee—Preliminary Findings |
| 1379 | Joint Use of a Surface-Wave Method and a Resistivity Method for Safety Assessment of Levee Systems |
| 1389 | MASW Survey Identifies Causes of Sink Activity along I-476 (Blue Route), Montgomery County, Pennsylvania |
| 1399 | Improving MASW Results for a Site with Shallow Bedrock through the Use of Higher-Mode Data |
| 1408 | A Comparison of Linear-Array Surface Wave Methods at a Soft Soil Site in the Mississippi Embayment |
| 1418 | The Use of Higher Modes in Surface Wave Testing |
| 1428 | Towards Non-Contact Surface Wave Testing of Subsonic Soil Layers Using Microphones |
| 1433 | MASW Imaging of the Deccan Basalt Lava Flows and Their Weathering Zones: A Case Study from Ghatia, India |
| 1441 | Multiple Impact Surface Waves (MISW)—Improved Accuracy for Pavement System Thicknesses and Moduli vs. Spectral Analysis of Surface Waves (SASW) |
| 1451 | Foundation Engineering Design Problems Deep Foundations Effects of Soil Improvement by Mass Mixing on the Lateral Capacity of Pile Group Using Finite Element Method |
| 1461 | An Artificial Neural Network Approach for Prediction of Dynamic Pile-Soil-Pile Interaction under Vertical Motion |
| 1471 | Prediction of Pile Settlement Using Artificial Neural Networks Based on Cone Penetration Test Data |
| 1481 | Predicting Non-Linear Response of Laterally Loaded Pile Groups via Simple Solutions |
| 1489 | Studies on Short Drilled Shaft Failures in Expansive Clayey Soils in a Cold Environment |
| 1499 | Numerical Modeling of Rammed Aggregate Pier Construction |
| 1509 | Analysis of a Deep Shaft Excavation in Argillaceous Rock |
| 1518 | Birmingham Bridge Emergency Repairs: Micropile Foundation Retrofit |
| 1527 | Analysis of Large Diameter Pipe Pile Drivability in Tokyo Bay Using Piezocone Data |
| 1537 | Measured Soil-Pile Interaction Pressures for Small-Diameter Laterally Loaded Pile in Loose Sand |
| 1546 | Reliability Analysis of Extrapolated Ultimate Load of Drilled Shafts Embedded in Weathered Rock |
| 1554 | Pile Responses Due to Lateral Soil Movement of Uniform and Triangular Profiles |
| 1562 | Axial Load-Displacement Behavior of Augered Cast-in-Place Piles and Pressure-Injected Footings |
| 1572 | Design and Construction Considerations for Offshore Wind Turbine Foundations in North America |
| 1582 | Case Study of the Influence of Flexural Stiffness on the Developed Soil Reactions of Three Laterally Loaded Piles |
| 1592 | Evaluation of Base Grouted Drilled Shafts at the Audubon Bridge |
| 1602 | Jet Grouting and Soil Mixing for Increased Lateral Pile Group Resistance |
| 1612 | Pile Foundations in Weak Soils Setup Prediction of Piles Driven into Louisiana Soft Clays |
| 1622 | Simulation of a Centrifuge Model Test of Pile Foundations in CDSM Improved Soft Clays |
| 1631 | An Innovative Prefabricated Pile Installation Method Utilizing Jetting and Pressure Grouting |
| 1641 | Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill |
| 1651 | Design Challenges of a NYC Waterfront Development |
| 1661 | Characterizing Lateral Load Behavior of a Pile in Improved Soils Surrounded by Soft Clay Using the Winkler Analysis Concept |
| 1672 | Shallow Foundations Full-Scale Field Verification of Vibro-Replacement Ground Improvement for Improving Static and Seismic Shallow Foundation Performance |
| 1680 | Part I: A Generalized Formulation of Continuum Models for Elastic Foundations |
| 1690 | Part II: Application of Newly Derived and Calibrated Continuum Subgrade Models in the Analysis of Beams on Elastic Foundations |
| 1700 | Analysis of Structurally Restrained Eccentrically Loaded Footings |
| 1709 | Verification of the Load Transfer Mechanism of Geocell Reinforced Soil in Large Scale Model Tests and Different In Situ Test Fields |
| 1719 | Use of Rigid Foundation System on Expansive Soils |
| 1729 | Predicted Tunnel-Induced Settlement and Damage to Findlater’s Church with Respect to Freefield and Constructed Side Considerations |
| 1739 | Settlement Behavior of a Shallow Foundation in Dry Sand under Simulated Earthquake Motion on a Biaxial Shake Table |
| 1747 | Estimation of Settlement of Footings under Working Loads Using Equivalent -Linear Elasticity |
| 1757 | Soil-Foundation Interaction Due to Ground Movements Prediction of Load Transfers in Granular Layers Used in Rigid Inclusions Technique—Experimental and Discrete Element Method Analysis |
| 1766 | Behavior of Uplift Pile Foundation during Large-Scale Deep Excavation |
| 1776 | A Numerical Case Study of Soil-Pile-Shield Tunneling Interaction for Guangzhou Subway Project |
| 1786 | Shear Strength Reduction at Soil Structure Interface |
| 1796 | Characterization of “t-z” Parameters and Their Variability for Auger Pressure Grouted Piles Using Field Load Test Data |
| 1806 | Simplified Design Approach of Laterally Loaded Short Piles on Finite Slope in Cohesionless Soil |
| 1816 | Modeling Stability of Stacked Geotextile Tubes |
| 1825 | Failure Analysis of an Instrumented Stiff Clay Slope |
| 1835 | Failing Tunnels from Changed Conditions? |
| 1845 | Modeling Differential Settlement in the Partial-Cut and Partial-Fill Embankments of the Mountainous Expressways of China |
| 1855 | The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud |
| 1866 | Design of Drilled Shafts for Slope Stabilization |
| 1876 | Field Study of Drilled Shafts Behavior during Surcharge Load Induced Slope Movement |
| 1886 | Riverbank Instability from Imperfect Adherence to Instructions |
| 1896 | Finite Element Analysis of an Offshore Wind Turbine Monopile |
| 1905 | Deep Soil Mixing (DSM) Columns to Improve Foundation Support for Bridge Approach Embankments |
| 1915 | A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements |
| 1924 | 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 |
| 1934 | Reliability Assessment of Excavation-Related Movements of Underground Structures |
| 1943 | Complexity of Limit Equilibrium Based Slope Reliability Problems |
| 1953 | Reliability-Based Design for Basal Heave in an Excavation Considering Spatial Variability |
| 1963 | Use of Reliability Methods as a Project Management Tool: The Cherry Island Landfill Expansion Project |
| 1973 | Risk Assessment Tools in Geotechnical Engineering Coastal Wastewater Systems and the Mitigation of Geohazards |
| 1983 | Risk Modeling Issues and Appropriate Technology |
| 1991 | Comparison of Slope Reliability Methods of Analysis |
| 2001 | Statistical Evaluation of Levee Design Data |
| 2011 | Expected Design Factor of Safety from a Pile Load Test Program |
| 2021 | Statistical Assessment of Repeatability of Soil-Geomembrane Interface Shear Tests |
| 2031 | Applications of Risk Analyses for Civil Infrastructures Dynamic Risk Management System for Large Project Construction in China |
| 2041 | Safety Assessment of Quake Lakes |
| 2051 | Geotechnical Baseline Reports for Foundation Projects |
| 2061 | Probabilistic Analysis of Slope Stability of Earth Dams during Rainfall Infiltration |
| 2071 | Forensic Analysis of an Excavation Bracing System Failure |
| 2081 | Random Fields: Modeling, Estimation, Simulation, and Design Simulating Differential Settlement of Landfill Foundations Using Random Fields |
| 2091 | A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands |
| 2101 | Random Fields for Site Response Analysis |
| 2112 | The Importance of the Spatial Variability of Geotechnical Properties for Numerical Models of Downhole Seismic Arrays |
| 2122 | Reliability Analyses of Slopes Incorporating Head and Flow Anistropy as Random Variables |
| 2132 | LRFD and Partial Factor Design Model Uncertainties in “Terzaghi and Peck” Methods for Estimating Settlement of Footings on Sand |
| 2142 | Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Information |
| 2152 | Load Resistance Factor Design Using Target Reliability Approach for External Seismic Stability of Reinforced Soil Walls |
| 2162 | Parametric Study of Seismic AASHTO Design Methods for Metallic Mechanically Stabilized Earth Walls |
| 2172 | Reliability-Based Analysis of Strip Footings Subjected to an Inclined or an Eccentric Loading |
| 2182 | A Reliability-Based Approach to the Design of Spread Footings on Granular Soil |
| 2192 | LRFD Resistance Factors Including the Influence of Pile Setup for Design of Steel H-Pile Using WEAP |
| 2202 | Incorporating Geostatistical Aspects in LRFD Design for Deep Foundations |
| 2212 | Geotechnical Engineering Construction Problems Dam Design and Construction A Comparative Evaluation of Unbalanced Loads in the Stability Analysis of TWalls Subjected to Hurricane Loading |
| 2221 | Case History: Finite Element Analysis of Time Dependent Settlement of Lake Jessup Bridge Embankment in Central Florida |
| 2231 | Risk Analysis of Tangjiashan Landslide Dam |
| 2241 | Raising a Rattlesnake: Rattlesnake Hollow Ash Pond Dam Crest Raise |
| 2251 | Geotechnical Characterization of Dredging Sediments for Valorization in Road Embankments: Case of the Cheurfas Dam (Algeria) |
| 2261 | Stability Analysis of Fault Rock Heterogeneity on the Left Pressure Shaft Collapse of Siah Bisheh Dam, North Iran |
| 2271 | Reinforced Soil Slopes and Walls A Case History of MSE Wall Failure: Finite Element Modeling and Evaluation |
| 2282 | Evaluation of Kinematic Constraints Based Method for Reinforced Soil Walls |
| 2292 | Numerical Simulation of the Failure of Dense Sands Reinforced with a Smooth Brass Plate in Plane Strain Compression |
| 2302 | Seismic Behavior of Gravity Retaining Walls |
| 2310 | Simplified Method of Design of Nailed Soil Wall |
| 2320 | A Model for Rockfall Protection Structures Based on a Multi-Scale Approach |
| 2330 | Finite Element Simulation of Strip Footings Resting on Double Faced Wrap- Around Reinforced Soil Walls |
| 2340 | Tunnels Nonlinear Analysis of Tunneling Effects on Building Using Macro-Elements |
| 2350 | Investigation on Tunnel-Induced Successive Surface Displacements during Construction Period at Shallow Depths in Shanghai Soft Ground |
| 2358 | Risk Assessment of Voids behind the Lining of Mountain Tunnels |
| 2368 | Centrifuge Modeling of Face Excavation in Tunnels with a Deformable Lining |
| 2378 | Numerical Modeling of Seismic Response of a Cut-and-Cover Tunnel with Improved Ground |
| 2388 | Three-Dimension FEM Analysis of Large Cross-Section Tunnel in Collapsible Loess Constructed by CRD Method |
| 2398 | Shallow NATM Tunnel with Advancing Face Support: Numerical Analysis with Hypoplastic Model |
| 2407 | Health Monitoring of Tunnel Shotcrete Lining Using Nondestructive Testing Methods |
| 2417 | Soil Improvement The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement |
| 2427 | Undrained Load Response of Soft Clays Reinforced with Geosynthetic- Encased Sand Columns |
| 2437 | Large-Scale Plate Load Testing of Ground Improved Using Displacement Grout Columns |
| 2445 | Wick Drains and Rock Fill Save the Day: A Case for Settlement and Stability Solutions |
| 2455 | Prediction of Earth Pressures in Soil-Bentonite Cutoff Walls |
| 2465 | A Practical Method to Account for Strength Variability of Deep-Mixed Ground |
| 2473 | I-78 and PA-33 Sinkhole Mitigation Measures |
| 2483 | Comparison of Measured and BEM Computed Contact Area between Roller Drum and Layered Soil |
| 2493 | Soil-Cement: Advances in Mix Design, Geochemistry, and Performance Stabilization and Erosion Control of Slopes Using Cement Kiln Dust |
| 2501 | Behavior of Vertical Hydraulic Barriers Composed by Sandy Soil, Bentonite, and Cement Subjected to Alkaline Contaminants |
| 2511 | Design and Pilot Tests of Binder Stabilization of Oily Refinery and Dredged Marine Sediments |
| 2521 | A Laboratory Study of Binder Stabilization of Oily Refinery and Dredged Marine Sediments |
| 2531 | Evaluation of Two Aluminum Powders for Soil-Cement Applications |
| 2541 | Pavement Systems Analysis and Modeling of Pavement Layered Systems Yeager Airport Runway Extension: Tallest Known 1H:1V Slope in U.S. |
| 2550 | A Best-Fit Rigid Pavement Back-Calculation Method Based on Site-Specific FEM Analysis |
| 2560 | Sensitivity Analysis and Calibration of the Alligator Cracking Model Using Regional Data |
| 2570 | FDOT Testing and Evaluation of a Beneficial Re-Use Base Course Material |
| 2580 | Finite Element Sensitivity Analysis of Permanent Deformation under Accelerated Loading |
| 2590 | A Numerical Study on Stress-Strain Responses of Biaxial Geogrids under Tension at Different Directions |
| 2600 | A Review on Flexible Pavement Performance Life Assessment |
| 2610 | Modeling of Subgrade Soils and Pavement Materials Bearing Strength and Swelling Behavior of Jingmen Expansive Soil |
| 2620 | Controlling Preshear Relative Density in Triaxial Tests and Its Effects on Undrained Behavior of Sand |
| 2630 | Simulating Rate-Dependent Behavior of Geogrid-Reinforced Sands by FEM |
| 2640 | Nonlinear Cyclic Characteristics of Soils |
| 2650 | Applicability of Burger Model in Predicting the Response of Viscoelastic Soil Beds |
| 2660 | Soft Computing Methodology to Determine Pavement Thickness from Falling Weight Deflectometer Testing |
| 2670 | Design of Effective Subsurface Drainage for Flexible Pavement |
| 2680 | Evaluation of EICM for Subsurface Moisture, Temperature, and Frost Depth in Flexible Pavements |
| 2690 | Application of Random Vibration Techniques to Resonant Column Testing |
| 2701 | Mechanistic Based Pavement Design Modeling Fracture and Failure of Heterogeneous and Inelastic Asphaltic Materials Using the Cohesive Zone Concept and the Finite Element Method |
| 2711 | Sensitivity of Predicted Flexible Pavement Performance to Unbound Material Hydraulic Properties |
| 2721 | Plastic Deformation of Recycled Base Materials |
| 2731 | Geoenviromental Engineering Problems Physico-Chemical Response of Soils Effect of Alkali Solution of Swell Behavior of Soils with Different Mineralogy |
| 2741 | An Assessment of Soil Parameters Governing Soil Strength Increases with Chemical Additives |
| 2751 | Laboratory-Prepared Iron Oxide Coatings on Coarse-Grained Soils as Residual Soil Simulants |
| 2761 | Revealing Fluoride Contaminated Aquifers in Hard Rock Terrain Using Electrical Resistivity and Induced Polarization (IP) Methods |
| 2771 | Firing Range Soils: Advances in Characterization, Metal Speciation, and Treatment The Effect of Plants on Lead Dissolution |
| 2780 | Fragmentation and Distribution of Lead Following Firing into Various Types of Range Soils |
| 2788 | Immobilization of Cu, Pb, and W in Mixed Munitions Firing Range Contaminated Soils by Various Amendments |
| 2798 | Geoenvironmental Processes for Soil Remediation and Geohazard Mitigation Characterization and Evaluation of Stabilized/Solidified Heavy Metal Contaminated Clays |
| 2808 | An Experimental Setup for Electromagnetic Stimulation of Air Sparging |
| 2818 | Comparative Assessment of Contaminant Sorption in Lateritic Soil—Bentonite Mixtures |
| 2826 | A Feasibility Study on Reducing Flowability of Vacuum Tower Bottoms Using Aggregate |
| 2833 | Passive Reactive Berm to Provide Low Maintenance Lead Containment at Small Arms Firing Ranges |
| 2840 | Treatment of Metals-Contaminated Soil by the Application of Lime and Grasses |
| 2850 | Probabilistic Design and Cost Assessment for a Deep Geologic Repository |
| 2860 | Landfills Lysimtery versus Deep Water Content Monitoring: Field Performance Evaluation of Alternative Landfill Covers |
| 2869 | Seismic Translational Failure Analysis of MSW Landfills Using Pseudo-Static Approach |
| 2879 | Spatial Correlation of Groundwater and Leachate Quality Data from a Solid Waste Disposal Site |
| 2888 | Lysimeters versus Actual Earthen Caps: Numerical Assessment of Soil Water Storage |
| 2898 | Use of SHANSEP Design Parameters in Landfill Design: A Cost/Benefit Case Study |
| 2906 | In-Service Hydraulic Properties of Two Landfill Final Covers in Northern California |
| 2917 | Methane Emissions and Oxidation in Landfills Developing a Design Approach to Reduce Methane Emissions from California Landfills |
| 2927 | Methane Emission Estimation and Control through the Life Cycle of MSW Landfills |
| 2935 | Methane Oxidation in Landfill Cover Soils |
| 2945 | Comparison between Field and Laboratory Methane Oxidation Rates |
| 2955 | Hydraulic Aspects of the Design of a Passive Methane Oxidation Biocover |
| 2964 | Sustainable Geotechnics: Beneficial Use and Material Substitutions Sustainable Geotechnical Design |
| 2972 | A Model for the Characterization of the Scrap Tire Bale Interface |
| 2982 | Design of Dredged Material Containment Area Dikes on Soft Foundations |
| 2992 | Characterization of Slag Fines for Use as a Dredged Material Amendment |
| 3002 | GeoHazard Mitigation Problems Earthquake Engineering SCOP: Gaining Permission for Explosive Blasting near Cultural Resources on Bureau of Reclamation Lands |
| 3012 | Design Charts for Retaining Walls in Seismic Areas |
| 3021 | Analysis of the Effects of Soil Behavior Law on the Transfer and Impedance Functions in Soil-Pile Interaction Models |
| 3031 | Centrifuge Testing of Segmental Geosynthetic-Reinforced Soil Retaining Walls Subject to Modest Seismic Loading |
| 3038 | Application of Interpolation Methods for Peak Ground Acceleration Estimation in Emergency Management of Metropolises |
| 3048 | Dynamic Response of Pile Foundation in Partially Saturated Soils |
| 3058 | Wedge Stability Assessment of a High Rock Slope |
| 3068 | Experimental Calibration and Verification of Equivalent Linear Models for Intrinsic Damping in Soil-Structure Dynamics |
| 3078 | Seismic Soil-Pile-Structure Interaction: Analytical Models |
| 3091 | Challenges in Prediction Earthquake-Induced Settlements of Partially Saturated Sands |
| 3101 | Liquefaction Computational Models Analytical Study on Mitigation of Liquefaction-Related Damage to Flume Channel Using Sheet-Pile with Drain |
| 3111 | Investigation of Critical Depth of Liquefaction in Soil Deposits Containing Double Loose Sand Lenses |
| 3119 | A Simplified Coupled Soil-Pore Water Pressure Generation for Use in Site Response Analysis |
| 3129 | Slopes A Slope Stability Case Study by Limit Equilibrium and Finite Element Methods |
| 3139 | Rational Analysis of Slope Stabilization with Piers and Determination of Unfactored Pier Load |
| 3149 | Stability Analysis for a Landfill Experiencing Elevated Temperatures |
| 3159 | Wave-Induced Failure of Soft Cliff and Its Evaluation |
| 3169 | Deterministic Landslide Hazard Assessment at Regional Scale |
| 3179 | Reduction in Factor of Safety for Various Landslide Repair Works with Earthquake Induced Ground Shaking |
| 3188 | Application of Recovered Strength in Stability Analysis of Reactivated Landslide, Xuechengzhen, China |
| 3194 | Analysis of Landslide Reactivation Mechanisms in Daunia Clay Slopes by Means of Limit Equilibrium and FEM Methods |
| 3204 | Influence of Laboratory-Created OCR on Large Deformation Shear Strength: Ring Shear Behaviour of Two Types of Landslide Slip Surface Soil |
| 3214 | Examination of Simplified Displacement-Based Methods for Dynamic Analyses of Slopes |
| 3224 | Evaluation of a Complex Landslide by Means of a 3D Geotechnical Model |
| 3235 | A Case Study on Geomorphological Characteristics of Cut Slope Failure in Soksil District, Korea |
| 3246 | Use of Properly Designed Flexible Barriers to Mitigate Debris Flow Natural Hazards |
| 3256 | Drained Residual Strength for Landslides |
| 3266 | Geotechnical Engineering Education Education A Project-Based Introductory Geotechnical Laboratory Course |
| 3276 | America’s Research-Active, Geotechnical Faculty Members—A Snapshot of the Community |
| 3286 | Teaching with Case Histories through Critical Thinking |
| 3296 | Integrating Engineering into a General STEM Program for Middle School Girls |
| 3305 | Reinvigorating Geology through Case-Based and Hands-On Learning |
| 3314 | The Use of Term Paper Projects to Learn Geo-Engineering |
| 3324 | Geoengineering and Refereed Journals: A Survey |
| 3334 | Using Modern Sensors in High School Science Labs to Promote Engineering Careers |
| 3344 | GeoWall: Creativity, Statistics, and Reliability |
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