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| 008 | 100426s2010 vaua sb 101 0 eng d | ||
| 020 | _a9780784410950 (CDROM) | ||
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_aTA703.5 _bG4194 2010 |
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| 090 | _aTA 703.5 G4194 2010 CD | ||
| 111 | 2 |
_aGeoFlorida 2010 _d(2010 : _cWest Palm Beach, Fla.) _919198 |
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_aGeoFlorida 2010 _h[electronic resource] : _badvances in analysis, modeling & design : February 20-24, 2010, West Palm Beach, Florida / _cedited by Dante Fratta, Anand J. Puppala, Balasingam Muhunthan. |
| 246 | 1 |
_iTitle on case insert: _aProceedings of GeoFlordia 2010 |
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| 260 |
_aReston, Va. : _bAmerican Society of Civil Engineers, _cc2010. |
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| 300 |
_a1 CD-ROM : _bcol. ; _c4 3/4 in. |
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| 490 | 1 |
_aGeotechnical special publication ; _vno. 199 |
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| 500 | _aTitle from Home screen. | ||
| 500 | _a"Sponsored by the Geo-Institute of the American Society of Civil Engineers"--Proceedings info screen. | ||
| 500 | _a"This Geotechnical special publication is also the official proceedings of the GeoFlorida 2010 Conference, the annual congress of the Geo-Institute of ASCE"--Pref. | ||
| 504 | _aIncludes bibliographical references and author index. | ||
| 505 | 0 | _aPrediction in Geoenvironmental Engineering: Recommendations for Reliable Predictive Modeling -- Reliability-Based Geotechnical Engineering -- Dynamic Analysis of Free-Falling Penetrometers in Soil Deposits -- Application of Numerical Analysis in Geotechnical Engineering Practice -- Parameters Controlling Strength of Coal Fly Ash - Lime Improved Soil -- Using WiscLEACH to Estimate Groundwater Impacts from Fly Ash Stabilized Layers in Roadways -- Novel Implicit Automated Time Stepping Algorithm for Contaminant Transport through Soil -- Advances in Computational Limit State Analysis and Design -- State-of-the-Art: Consolidation-Induced Contaminant Transport for High Water Content Geo-Materials -- A Coupled Damage and Plasticity Drucker-Prager Model Based on Thermodynamics of Internal Variables -- Nonlinear Analysis for a Single Vertical Drain Including the Effects of Preloading Considering the Compressibility and Permeability of the Soil -- Multi-Physical Simulation of Freezing Unsaturated Soil -- Limit Equilibrium of 2D and 3D Nonhomogeneous Loaded Ground Masses -- A Comparison of Numerical Algorithms in the Analysis of Pile Reinforced Slopes -- Numerical Study of Effect of Encasement on Stone Column Performance -- Development of Performance Upgrade Technique of Existing Rockfall Protection Fence -- Modeling Soil-Pile Interaction under Axial Loading Using a Bilinear Mohr-Coulomb Based Model -- Fracture and Fragmentation of Rock Subjected to Uniaxial Cyclical Loading -- Rock Catchment Area Design Charts -- Load Transfer to Micro Pile Rock Socket -- Evaluating Ground Settlement above a Mined Area -- Rock Slope Stability Modeling -- Prediction of Side Resistance in Poor Quality Rock: RQD vs. GSI -- Slope Stability with Permanent Rock Anchors -- Stability Analysis of Vertical Boreholes Using a Three-Dimensional Hoek-Brown Strength Criterion -- Simulation of Pore-Scale Fluid Flow through Glass Beads Using Lattice Boltzmann Method -- Analysis of Engineering Properties of Red Clay during Drying Process -- Shear Strength of Unsaturated Soil-Geotextile Interfaces -- Tidal Influence on Embankment Settlement in Coastal Louisiana -- Dynamic Capillary Effect and Its Impact on the Residual Water Content in Unsaturated Soils -- Characterization of Unusual Ground Fissuring in a Dry Lakebed: Broadwell Basin, San Bernardino County, California -- Performance of Reinforced Collapsible Soil -- Unsaturated Hydraulic Conductivity of Compacted Lateritic Soil Treated with Bagasse Ash -- Analytical Model for Prediction of Strains for Tunneling in Swelling Grounds -- A Refined True Triaxial Cell for Modeling Unsaturated Soil Response under Suction Controlled Stress Paths -- Suction Stress Influence on Earth Retaining Structures -- Soil Water Characteristic Curves of Compacted Clay Subjected to Multiple Wetting and Drying Cycles -- Impact of Effective Stress on the Dynamic Shear Modulus of Unsaturated Sand -- Design Charts for Vertical Drains Considering Soil Disturbance -- Modeling Rheological Properties of Coarse Grained Materials -- Strain Localization Based on the Bifurcation Theory: An Application to the Hypoplastic Constitutive Model -- Visco-Hypoplastic Model for Structured Soils -- Modification of the Hypoplasticity Von Wolffersdorff Equation Using a Bounding Surface and State-Dependent Peak Dilatancy Criterion -- Simulation of Expansive Clay Behavior under Simultaneous Heating-Hydration for Nuclear Waste Storage Applications -- Application of Electrical Resistivity for Subsurface Characterization of Hattian Bala Landslide Dam -- Application of Surface Geophysics for Providing a Detailed Geotechnical Assessment of a Large Resort Development Site in Anguilla, BWI -- An X-Ray Computed Tomography Study: The Influence of Inherent Particle Characteristics on the Packing Density of Granular Materials -- Using Outcrop-Scale Digital Images for Size Distribution of Boulders and Blocks -- Imaging Piles in Bridge Foundations Using Tomography and Horizontal Seismic Reflector Tracing -- Static Fatigue Produces Time Effects in Granular Materials -- Grain Shape Quantifications and Their Relationship to Dilatancy -- Crushing of Particles under Simulated Static and Centrifuge Forces -- Measurement of the Abrasion of Granular Materials Using Fractals -- 3-D Arching Effect in the Trap-Door Problem: A Comparison between X-Ray CT Scanning and DEM Analysis -- From Micromechanics Particle Simulation to Macroscopic Experimental Phenomena of Cross-Anisotropic Soil Elasticity -- A Hypoplastic Sand Model Taking into Account Fabric Anisotropy -- DSS Test Results Using Wire-Reinforced Membranes and Stacked Rings -- Settlement Behavior of Compacted Soils Containing a Small Amount of Organic Matter -- Pamper Bacteria, They Will Help Us: Application of Biochemical Mechanisms in Geo-Environmental Engineering -- Influence of Ionic Concentration and Internal Porosity on the Behavior of Diatom-Clay Mixtures -- Analysis of Particle Shape Using Fractals -- Behavior of Sand-Rubber Mixtures According to Strain Level -- Meso-Scale Heterogeneity Effects on Excess Pore Water Pressure Dissipation -- New Developments in the Modeling and the Design of Geosynthetic Reinforcements of Platforms Subjected to Localized Sinkholes -- Experimental Study on Subsurface Erosion of Peats -- Development Mechanism and Remediation of Multiple Spontaneous Sinkholes: A Case History -- Load Deformation Behavior of Drilled Shafts in Residual Soil -- Florida Clay Gets a Bad Rap -- Study of Expansive Soil Behavior Using Low to Medium Frequency Electromagnetic Waves -- Equivalent Effective Stress in Unsaturated Fine Sand -- A Case History of Construction Induced Sinkholes -- A Case History of Pile Foundation Remediation for Karst Activity -- Modeling and Numerical Analysis of Expansive Soil in Stress Path Tests -- Laboratory Performance Evaluation of Stabilized Sulfate Containing Soil with Lime and Class C Fly Ash -- Influence of Lime Dosage on Stabilization Effectiveness of Montmorillonite Dominant Clays -- Experimental Study on the Creep Behavior of the Yangtze River Sand -- Stiffness Response of Residual and Saprolitic Soils Using Resonant Column and Bender Element Testing Techniques -- Characterization of Problematic Expansive Soils from Mineralogical and Swell Characterization Studies -- Particle Size Analysis of Shale-rich Mined Clay from Appalachian Ohio -- Laboratory and Field Investigation on Variation of Erodibility with Dry Unit Weight of Different Soils -- | |
| 505 | 0 | _aAssess the Stress-Strain and Interfacial Frictional Behavior of Nonwoven Geotextile Reinforced Residual Soils -- Cyclic Triaxial Behavior of Pond Ash -- Static and Dynamic Properties of a Calcareous Sand from Southwest Puerto Rico -- Characterization of Reinforced Asphalt Pavement Structures Built over Organic Soils Employing Falling Weight Deflectometer -- A Case Study on the Geotechnical Characteristics of Collapsed Cut-Slope in Yeosu, Korea -- Living with Deep Foundation Defects -- Non-Destructive Test to Measure Pollutant Transport into Landfill Liners -- Estimation of Shear-wave Velocity Profiles: Inversion of Spatial Autocorrelation Coefficients -- Mapping Soft Soil Zones and Top-Of-Bedrock Beneath High-Traffic Areas in Honolulu Using 2D ReMi -- A Simple Attenuation Prediction Method for Ground Vibration Induced by High-Speed Trains -- Site Characterization and Modeling for an Underground Water Storage Tank, Black Hawk, Colorado -- The Effect of Water Content on Light Weight Deflectometer Measurements -- Evaluation of Stiffness and Void Ratio by Field Velocity Probe in Soft Soils -- Relationships between Compression Wave Velocity and Unconfined Compression Strength for Weathered Florida Limestone -- A Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain -- Motion Sensors for Scour Monitoring: Laboratory Experiment with a Shallow Foundation -- Integrating Multiple Subsurface Exploration Technologies in Slope Hydrogeologic Investigation: A Case Study in Taiwan -- Cone Tip Resistance of Highly Compressible Jeju Beach Sand -- Evaluation of the PVD Smear Zone using Micro Penetrometer -- Updating Uncertainties in Undrained Shear Strengths by Multivariate Correlations -- Estimation of Consolidation Coefficient from Piezocone Dissipation Tests in Jiangsu Quaternary Clay Deposits, China -- Application of Effective Cone Factor for Strength Characterization of Saturated Clays -- Suspension P-S Logging for Geophysical Investigation of Deep Soil and Bedrock -- Soil Parameter Evaluation from Hybrid In-Situ Penetration-Geophysics Testing -- Seismic Site Classification Using Boreholes and Shear Wave Velocity: Assessing the Suitable Method for Shallow Engineering Rock Region -- Site Characterization of Clay Deposits in Northeast Nile Delta -- Demands for Seismic Site Investigation at Wind Power Station Foundation in Former Mining Areas -- Numerical Investigation of the Pressuremeter Results Affected by Anisotropy of Geomaterials -- Comparison of Underwater MASW, Seismic CPT and Downhole Methods Offshore Croatia -- End of Primary Consolidation for the Gulf Coast Soils -- Evaluating Shear Wave Velocity of In-Place Compacted Backfill -- Characterizing Subsurface Conditions Using Drilling Parameters for a Deep Foundation Project in Boston, MA, USA -- Improvement of Rainer System with a Porous Plate -- Characterisation of an Urban Site by Ambient Noise HVSR Method: Resonance Frequencies and Site Amplifications -- Bridge Restoration and Landslide Correction Using Stabilization Pier and Grade Beam Structural System -- Real-Time Slope and Wall Monitoring and Reporting Using 3-D Mems-Based, In-Place Instrumentation System -- Assessment of Slope Failure Using Advanced Geotechnical Tests: Case Study in Harrisonburg, Louisiana -- Levee Evaluation Studies in Sacramento, California: Correlating Helicopter-Borne EM Data, Borings and Geology -- The Use of Forensic Engineering in Sinkhole Investigations -- Experimental Study on Triaxial Geogrid-Reinforced Bases over Weak Subgrade under Cyclic Loading -- A Study on The Development of Anisotropic Shear Modulus for Soft Clay during The K0 Consolidation -- A Suggested Approach to Study Variability of Impact Hardness Strength in Heterogeneous Rock Materials -- Installation of Downdrag Instrumentation on a Bridge Abutment Foundation: Lessons Learned -- Landslide Stability Analysis Utilizing Shear Strength of Slip Surface Soil: Asato and Tyunjun Landslides, Okinawa, Japan -- Measurement Techniques of Ground Vibration for Rail System -- Shear Deformation Behavior of the Cemented Interface between Concrete and Argillaceous Siltstone -- Photoelastic Sensors for Measurement of Ko -- Evaluation of Compacted Silt Characteristics by Ultrasonic Pulse Velocity Testing -- Development of Opto-Laser Borehole Scanning System -- Optimum MASW Survey: Revisit after a Decade of Use -- Characteristic Shear Velocity Profiles for Predominant Sediment Fill Units in the Las Vegas Basin -- Shallow Marine MASW: A Case History and Lessons Learned -- The Use of MASW to Improve the Geotechnical Site Characterization of the 18.5 Km (11.5 Miles) Long Augusta Levee- Preliminary Findings -- Joint Use of a Surface-Wave Method and a Resistivity Method for Safety Assessment of Levee Systems -- MASW Survey Identifies Causes of Sink Activity Along I-476 (Blue Route), Montgomery County, Pennsylvania -- Improving MASW Results for a Site with Shallow Bedrock through the Use of Higher-Mode Data -- A Comparison of Linear-Array Surface Wave Methods at a Soft Soil Site in the Mississippi Embayment -- The Use of Higher Modes in Surface Wave Testing -- Towards Non-Contact Surface Wave Testing of Subsonic Soil Layers Using Microphones -- MASW Imaging of the Deccan Basalt Lava Flows and Their Weathering Zones: A Case Study from Ghatia, India -- Multiple Impact Surface Waves (MISW): Improved Accuracy for Pavement System Thicknesses and Moduli vs. Spectral Analysis of Surface Waves (SASW) -- Effects of Soil Improvement by Mass Mixing on the Lateral Capacity of Pile Group Using Finite Element Method -- An Artificial Neural Network Approach for Prediction of Dynamic Pile-Soil-Pile Interaction under Vertical Motion -- Prediction of Pile Settlement Using Artificial Neural Networks Based on Cone Penetration Test Data -- Predicting Non-Linear Response of Laterally Loaded Pile Groups via Simple Solutions -- Studies on Short Drilled Shaft Failures in Expansive Clayey Soils in a Cold Environment -- Numerical Modeling of Rammed Aggregate Pier Construction -- Analysis of a Deep Shaft Excavation in Argillaceous Rock -- Birmingham Bridge Emergency Repairs: Micropile Foundation Retrofit -- Analysis of Large Diameter Pipe Pile Drivability in Tokyo Bay Using Piezocone Data -- Measured Soil-Pile Interaction Pressures for Small-Diameter Laterally Loaded Pile in Loose Sand -- Reliability Analysis of Extrapolated Ultimate Load of Drilled Shafts Embedded in Weathered Rock -- Pile Responses Due to Lateral Soil Movement of Uniform and Triangular Profiles -- Axial Load-Displacement Behavior of Augered Cast-In-Place Piles and Pressure-Injected Footings -- Design and Construction Considerations for Offshore Wind Turbine Foundations in North America -- Case Study of the Influence of Flexural Stiffness on the Developed Soil Reactions of Three Laterally Loaded Piles -- Evaluation of Base Grouted Drilled Shafts at the Audubon Bridge -- Jet Grouting and Soil Mixing for Increased Lateral Pile Group Resistance -- Setup Prediction of Piles Driven into Louisiana Soft Clays -- Simulation of a Centrifuge Model Test of Pile Foundations in CDSM Improved Soft Clays -- An Innovative Prefabricated Pile Installation Method Utilizing Jetting and Pressure Grouting -- Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill -- Design Challenges of a NYC Waterfront Development -- Characterizing Lateral Load Behavior of a Pile in Improved Soils Surrounded by Soft Clay Using the Winkler Analysis Concept -- Full-Scale Field Verification of Vibro-Replacement Ground Improvement for Improving Static and Seismic Shallow Foundation Performance -- Part I: A Generalized Formulation of Continuum Models for Elastic Foundations -- Part II: Application of Newly Derived and Calibrated Continuum Subgrade Models in the Analysis of Beams on Elastic Foundations -- Analysis of Structurally Restrained Eccentrically Loaded Footings -- Verification of the Load Transfer Mechanism of Geocell Reinforced Soil in Large Scale Model Tests and Different In-Situ Test Fields -- Use of Rigid Foundation System on Expansive Soils -- Predicted Tunnel-induced Settlement and Damage to Findlater's Church with Respect to Freefield and Constructed Side Considerations -- Settlement Behavior of a Shallow Foundation in Dry Sand under Simulated Earthquake Motion on a Biaxial Shake Table -- | |
| 505 | 0 | _aEstimation of Settlement of Footings under Working Loads Using Equivalent-Linear Elasticity -- Prediction of Load Transfers in Granular Layers Used in Rigid Inclusions Technique - Experimental and Discrete Element Method Analysis -- Behavior of Uplift Pile Foundation during Large-Scale Deep Excavation -- A Numerical Case Study of Soil-Pile-Shield Tunneling Interaction for Guangzhou Subway Project -- Shear Strength Reduction at Soil Structure Interface -- Characterization of "t-z" Parameters and Their Variability for Auger Pressure Grouted Piles Using Field Load Test Data -- Simplified Design Approach of Laterally Loaded Short Piles on Finite Slope in Cohesionless Soil -- Modeling Stability of Stacked Geotextile Tubes -- Failure Analysis of an Instrumented Stiff Clay Slope -- Failing Tunnels from Changed Conditions? -- Modeling Differential Settlement in the Partial-Cut and Partial-Fill Embankments of the Mountainous Expressways of China -- The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud -- Design of Drilled Shafts for Slope Stabilization -- Field Study of Drilled Shafts Behavior during Surcharge Load Induced Slope Movement -- Riverbank Instability from Imperfect Adherence to Instructions -- Finite Element Analysis of an Offshore Wind Turbine Monopile -- Deep Soil Mixing (DSM) Columns to Improve Foundation Support for Bridge Approach Embankments -- A Case Study of Drilled Shaft Performance from Excavation Induced Slope Movements -- Estimation of Soil Properties and Deformations in Staged Constructions Based on MCMC Method -- Reliability Assessment of Excavation-Related Movements of Underground Structures -- Complexity of Limit Equilibrium Based Slope Reliability Problems -- Reliability-Based Design for Basal Heave in an Excavation Considering Spatial Variability -- Use of Reliability Methods as a Project Management Tool: The Cherry Island Landfill Expansion Project -- Coastal Wastewater Systems and the Mitigation of Geohazards -- Risk Modeling Issues and Appropriate Technology -- Comparison of Slope Reliability Methods of Analysis -- Statistical Evaluation of Levee Design Data -- Expected Design Factor of Safety from a Pile Load Test Program -- Statistical Assessment of Repeatability of Soil-Geomembrane Interface Shear Tests -- Dynamic Risk Management System for Large Project Construction in China -- Safety Assessment of Quake Lakes -- Geotechnical Baseline Reports for Foundation Projects -- Probabilistic Analysis of Slope Stability of Earth Dams during Rainfall Infiltration -- Forensic Analysis of an Excavation Bracing System Failure -- Simulating Differential Settlement of Landfill Foundations Using Random Fields -- A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands -- Random Fields for Site Response Analysis -- The Importance of the Spatial Variability of Geotechnical Properties for Numerical Models of Downhole Seismic Arrays -- Reliability Analyses of Slopes Incorporating Head and Flow Anisotropy as Random Variables -- Model Uncertainties in "Terzaghi and Peck" Methods for Estimating Settlement of Footings on Sand -- Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Information -- Load Resistance Factor Design Using Target Reliability Approach for External Seismic Stability of Reinforced Soil Walls -- Parametric Study of Seismic Aashto Design Methods for Metallic Mechanically Stabilized Earth Walls -- Reliability-Based Analysis of Strip Footings Subjected to an Inclined or an Eccentric Loading -- A Reliability-Based Approach to the Design of Spread Footings on Granular Soil -- LRFD Resistance Factors Including the Influence of Pile Setup for Design of Steel H-Pile Using WEAP -- Incorporating Geostatistical Aspects in LRFD Design for Deep Foundations -- A Comparative Evaluation of Unbalanced Loads in the Stability Analysis of T-Walls Subjected to Hurricane Loading -- Case History: Finite Element Analysis of Time Dependent Settlement of Lake Jessup Bridge Embankment in Central Florida -- Risk Analysis of Tangjiashan Landslide Dam -- Raising a Rattlesnake: Rattlesnake Hollow Ash Pond Dam Crest Raise -- Geotechnical Characterization of Dredging Sediments for Valorization in Road Embankments. Case of the Cheurfas Dam (Algeria) -- Stability Analysis of Fault Rock Heterogeneity on the Left Pressure Shaft Collapse of Siah Bisheh Dam, North Iran -- A Case History of MSE Wall Failure: Finite Element Modeling and Evaluation -- Evaluation of Kinematic Constraints Based Method for Reinforced Soil Walls -- Numerical Simulation of the Failure of Dense Sands Reinforced with a Smooth Brass Plate in Plane Strain Compression -- Seismic Behavior of Gravity Retaining Walls -- Simplified Method of Design of Nailed Soil wall -- A Model for Rockfall Protection Structures Based on a Multi-Scale Approach -- Finite Element Simulation of Strip Footings Resting on Double Faced Wrap-Around Reinforced Soil Walls -- Nonlinear Analysis of Tunneling Effects on Buildings Using Macro-Elements -- Investigation on Tunnel-Induced Successive Surface Displacements during Construction Period at Shallow Depths in Shanghai Soft Ground -- Risk Assessment of Voids Behind the Lining of Mountain Tunnels -- Centrifuge Modeling of Face Excavation in Tunnels with a Deformable Lining -- Numerical Modeling of Seismic Response of a Cut-and-Cover Tunnel with Improved Ground -- Three-Dimension FEM Analysis of Large Cross-Section Tunnel in Collapsible Loess Constructed by CRD Method -- Shallow NATM Tunnel with Advancing Face Support: Numerical Analysis with Hypoplastic Model -- Health Monitoring of Tunnel Shotcrete Lining Using Nondestructive Testing Methods -- The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement -- Undrained Load Response of Soft Clays Reinforced with Geosynthetic-Encased Sand Columns -- Large-Scale Plate Load Testing of Ground Improved Using Displacement Grout Columns -- Wick Drains and Rock Fill Save the Day: A Case for Settlement and Stability Solutions -- Prediction of Earth Pressures in Soil-Bentonite Cutoff Walls -- A Practical Method to Account for Strength Variability of Deep-Mixed Ground -- I-78 and PA-33 Sinkhole Mitigation Measures -- Comparison of Measured and BEM Computed Contact Area between Roller Drum and Layered Soil -- Stabilization and Erosion Control of Slopes Using Cement Kiln Dust -- Behavior of Vertical Hydraulic Barriers Composed by Sandy Soil, Bentonite and Cement Subjected to Alkaline Contaminants -- Design and Pilot Tests of Binder Stabilization of Oily Refinery and Dredged Marine Sediments -- A Laboratory Study of Binder Stabilization of Oily Refinery and Dredged Marine Sediments -- Evaluation of Two Aluminum Powders for Soil-Cement Applications -- Yeager Airport Runway Extension: Tallest Known 1H:1V Slope in U.S. -- A Best-Fit Rigid Pavement Back-Calculation Method Based on Site-Specific FEM Analysis -- Sensitivity Analysis and Calibration of the Alligator Cracking Model Using Regional Data -- FDOT Testing and Evaluation of a Beneficial Re-Use Base Course Material -- Finite Element Sensitivity Analysis of Permanent Deformation under Accelerated Loading -- A Numerical Study on Stress-Strain Responses of Biaxial Geogrids under Tension at Different Directions -- A Review on Flexible Pavement Performance Life Assessment -- Bearing Strength and Swelling Behavior of Jingmen Expansive Soil -- Controlling Preshear Relative Density in Triaxial Tests and Its Effects on Undrained Behavior of Sand -- Simulating Rate-Dependent Behavior of Geogrid-Reinforced Sands by FEM -- | |
| 505 | 0 | _aNonlinear Cyclic Characteristics of Soils -- Applicability of Burger Model in Predicting the Response of Viscoelastic Soil Beds -- Soft Computing Methodology to Determine Pavement Thickness from Falling Weight Deflectometer Testing -- Design of Effective Subsurface Drainage for Flexible Pavement -- Evaluation of EICM for Subsurface Moisture, Temperature, and Frost Depth in Flexible Pavements -- Application of Random Vibration Techniques to Resonant Column Testing -- Modeling Fracture and Failure of Heterogeneous and Inelastic Asphaltic Materials Using the Cohesive Zone Concept and the Finite Element Method -- Sensitivity of Predicted Flexible Pavement Performance to Unbound Material Hydraulic Properties -- Plastic Deformation of Recycled Base Materials -- Effect of Alkali Solution on Swell Behavior of Soils with Different Mineralogy -- An Assessment of Soil Parameters Governing Soil Strength Increases with Chemical Additives -- Laboratory-Prepared Iron Oxide Coatings on Coarse-Grained Soils as Residual Soil Simulants -- Revealing Fluoride Contaminated Aquifers in Hard Rock Terrain Using Electrical Resistivity and Induced Polarization (IP) Methods -- The Effect of Plants on Lead Dissolution -- Fragmentation and Distribution of Lead Following Firing into Various Types of Range Soils -- Immobilization of Cu, Pb and W in Mixed Munitions Firing Range Contaminated Soils by Various Amendments -- Characterization and Evaluation of Stabilized / Solidified Heavy Metal Contaminated Clays -- An Experimental Setup for Electromagnetic Stimulation of Air Sparging -- Comparative Assessment of Contaminant Sorption in Lateritic Soil: Bentonite Mixtures -- A Feasibility Study on Reducing Flowability of Vacuum Tower Bottoms Using Aggregate -- Passive Reactive Berm to Provide Low Maintenance Lead Containment at Small Arms Firing Ranges -- Treatment of Metals-Contaminated Soil by the Application of Lime and Grasses -- Probabilistic Design and Cost Assessment for a Deep Geologic Repository -- Lysimtery versus Deep Water Content Monitoring: Field Performance Evaluation of Alternative Landfill Covers -- Seismic Translational Failure Analysis of MSW Landfills Using Pseudo-Static Approach -- Spatial Correlation of Groundwater and Leachate Quality Data from a Solid Waste Disposal Site -- Lysimeters versus Actual Earthen Caps: Numerical Assessment of Soil Water Storage -- Use of SHANSEP Design Parameters in Landfill Design: A Cost/Benefit Case Study -- In-Service Hydraulic Properties of Two Landfill Final Covers in Northern California -- Developing a Design Approach to Reduce Methane Emissions from California Landfills -- Methane Emission Estimation and Control through the Life Cycle of MSW Landfills -- Methane Oxidation in Landfill Cover Soils -- Comparison between Field and Laboratory Methane Oxidation Rates -- Hydraulic Aspects of the Design of a Passive Methane Oxidation Biocover -- Sustainable Geotechnical Design -- A Model for the Characterization of the Scrap Tire Bale Interface -- Design of Dredged Material Containment Area Dikes on Soft Foundations -- Characterization of Slag Fines for Use as a Dredged Material Amendment -- SCOP: Gaining Permission for Explosive Blasting near Cultural Resources on Bureau of Reclamation Lands -- Design Charts for Retaining Walls in Seismic Areas -- Analysis of the Effects of Soil Behavior Law on the Transfer and Impedance Functions in Soil-Pile Interaction Models -- Centrifuge Testing of Segmental Geosynthetic-Reinforced Soil Retaining Walls Subject to Modest Seismic Loading -- Application of Interpolation Methods for Peak Ground Acceleration Estimation in Emergency Management of Metropolises -- Dynamic Response of Pile Foundation in Partially Saturated Soils -- Wedge Stability Assessment of a High Rock Slope -- Experimental Calibration and Verification of Equivalent Linear Models for Intrinsic Damping in Soil-Structure Dynamics -- Seismic Soil-Pile-Structure Interaction: Analytical Models -- Challenges in Prediction Earthquake-Induced Settlements of Partially Saturated Sands -- Analytical Study on Mitigation of Liquefaction-Related Damage to Flume Channel Using Sheet-Pile with Drain -- Investigation of Critical Depth of Liquefaction in Soil Deposits Containing Double Loose Sand Lenses -- A Simplified Coupled Soil-Pore Water Pressure Generation for Use in Site Response Analysis -- A Slope Stability Case Study by Limit Equilibrium and Finite Element Methods -- Rational Analysis of Slope Stabilization with Piers and Determination of Unfactored Pier Load -- Stability Analysis for a Landfill Experiencing Elevated Temperatures -- Wave-Induced Failure of Soft Cliff and Its Evaluation -- Deterministic Landslide Hazard Assessment at Regional Scale -- Reduction in Factor of Safety for Various Landslide Repair Works with Earthquake Induced Ground Shaking -- Application of Recovered Strength in Stability Analysis of Reactivated Landslide, Xuechengzhen, China -- Analysis of Landslide Reactivation Mechanisms in Daunia Clay Slopes by Means of Limit Equilibrium and FEM Methods -- Influence of Laboratory-Created OCR on Large Deformation Shear Strength: Ring Shear Behaviour of Two Types of Landslide Slip Surface Soil -- Examination of Simplified Displacement-Based Methods for Dynamic Analyses of Slopes -- Evaluation of a Complex Landslide by Means of a 3D Geotechnical Model -- A Case Study on Geomorphological Characteristics of Cut Slope Failure in Soksil District, Korea -- Use of Properly Designed Flexible Barriers to Mitigate Debris Flow Natural Hazards -- Drained Residual Strength for Landslides -- A Project-Based Introductory Geotechnical Laboratory Course -- America's Research-Active, Geotechnical Faculty Members: A Snapshot of the Community -- Teaching with Case Histories through Critical Thinking -- Integrating Engineering into a General STEM Program for Middle School Girls -- Reinvigorating Geology through Case-Based and Hands-On Learning -- The Use of Term Paper Projects to Learn Geo-Engineering -- Geoengineering and Refereed Journals: A Survey -- Using Modern Sensors in High School Science Labs to Promote Engineering Careers -- GeoWall: Creativity, Statistics, and Reliability. | |
| 530 | _aAlso available online. | ||
| 538 | _aSystem requirements (Windows): Windows 2000 (Service Pack 2) or newer; Internet Explorer (version 7 or newer recommended) with Active Content enabled, or Netscape, Mozilla, Firefox, Opera, or any browser able to use Java and JavaScript (the AOL browser is not supported by this product); Java 1.4 or newer (if using a web browser other than Internet Explorer); WebEX Player for recorded presentations; Adobe Reader 7.0 or later for viewing PDF content; Adobe Flash Player for multimedia content. | ||
| 538 | _aSystem requirements (Macintosh): Mac OS X 10.3.4 or newer (older versions will not be able to search); Safari 1.3.1 or newer, Firefox 2.0 or newer (Firefox compatibility on Mac may require the latest Mac OS and Java updates); Firefox compatibility on Mac may require the latest Mac OS and Java updates; Java 1.4.1 update 2 or newer; WebEX Player for recorded presentations; Adobe Reader 7.0 or later for viewing PDF content; Adobe Flash Player for multimedia content. | ||
| 538 | _aSystem requirements (UNIX/Linux): Netscape, Mozilla, Firefox, Opera, or or any browser able to use Java and JavaScript (the current version of Konqueror (3.4) is not able to perform searches); Java 1.4 or newer; Adobe Reader 7.0 or later for viewing PDF content; Adobe Flash Player for multimedia content. | ||
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_aEngineering geology _vCongresses. _919199 |
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_aStructural engineering _vCongresses. _919200 |
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| 700 | 1 |
_aFratta, Dante. _919201 |
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_aPuppala, Anand J. _919202 |
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_aMuhunthan, Balasingam. _919203 |
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_aAmerican Society of Civil Engineers. _bGeo-Institute. _916543 |
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_aAmerican Society of Civil Engineers. _916543 |
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_aGeotechnical special publication ; _vno. 199. _919204 |
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