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The Resource IFCEE 2015 : proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas, sponsored by International Association of Foundation Drilling, Deep Foundations Institute, Pile Driving Contractors Association, the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, Muhannad T. Suleiman, J. Brian Anderson, Debra F. Laefer

IFCEE 2015 : proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas, sponsored by International Association of Foundation Drilling, Deep Foundations Institute, Pile Driving Contractors Association, the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, Muhannad T. Suleiman, J. Brian Anderson, Debra F. Laefer

Work
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1 online resource (2845 pages)
Contents
  • Allowable Bearing Capacity of Strip Footings on Jointed Rock Masses : A Reliability Based Approach -- Numerical Simulation of Earthquake Induced Soil Liquefaction : Validation against Centrifuge Experimental Results -- On Foundations over Salt Encrusted Desert Flats (Sabkha) : Properties, Challenges, and Guidelines -- Settlement of a Shallow Foundation Resting on Piedmont Residual Soils of Northern Virginia -- Soil, Foundation, and Superstructure Interaction (I) : Advanced Analyses of Shallow Foundations -- Soil, Foundation, and Superstructure Interaction (II) : Superstructure and Foundations' Tie Beams Analyses -- Soil-Structure Interaction Effects on Seismically Isolated Nuclear Power Plants -- Tactile Pressure Sensors in Centrifuge Modeling of Rocking Foundations -- A Novel Method to Estimate the Compression Index for Gulf Coast Clayey Soil -- Aging in Sand : Fatigue at Grain Contacts and Modeling Using Discrete Element Method -- Large Scale Simulation of Granular Materials via Impulse-Based Discrete Element Method -- Model for Consolidation Analysis of Layered Soils under Depth-Dependent Loading -- Modelling Ettringite Induced Heaving in Cement Stabilized Soils within a Chemo-Mechanical Constitutive Framework -- Preliminary Study of Pore Water Chemistry Effect on the Physical and Mechanical Behaviour of Artificial Mixed Soil -- Response of Soil-Foundation-Structure Systems to Multidirectional Seismic Motion : A Micromechanical Approach
  • Settlement Estimations of Peat during Centrifuge Experiments -- Settlement of Embankment Constructed with Geofoam -- Strain Rate Dependency of Sand Response under Uniaxial Monotonic Loading -- Undrained Behavior of Sand by DEM Study -- Validation of a Numerical Model to Analyze Pile-Supported T-Walls -- Enhanced UniCone Expressions for Axial Pile Capacity Evaluation from Piezocone Tests -- Probabilistic Seismic Design of Soil-Pile Raft-Superstructure System -- Service Limit State Design for Individual Drilled Shafts in Shale Using t-z Method -- State of Practices in Databases for Deep Foundation Load Tests -- The ICP Design Method and Application to a North Sea Offshore Wind Farm -- Using Cone Penetration Testing to Predict the Capacity and Drivability of Tapered Piles in Sands -- Finite Element Analysis for Spatially Stochastic Soil Anisotropic Studies -- Numerical Investigation of Group Anchors -- Response of Beams on Nonlinear Foundation -- R-LRFD : Robust Load and Resistance Factor Design -- Soil-Structure Interactions in a Skewed Integral Abutment Bridge -- Streamlining of Bridge Pier as a Scour Countermeasure: A Feasibility Study -- Visualizing the Shallow Failure Mechanism of the T-Bar Penetrometer -- Evaluation of Moisture Susceptibility and Healing Properties of Nanoclay-Modified Asphalt Binders -- In-Place Recycling Moisture-Density Relationships for High-Traffic Applications -- Investigation of Rheological Properties of Asphalt Rubber toward Sustainable Use of Scrap Tires -- Merits of Asphalt Concrete Durability and Performance Tests When Applied to Cold In-Place Recycling
  • Pavement Repairs' Long-Term Performance over Expansive Soil -- Recent Discussions of p-y Formulations for Lateral Load Transfer of Deep Foundations Based on Experimental Studies -- Response of Resilient Modulus to Moisture Variation in Unsaturated Subgrade Soils -- Sustainable Alternatives in Low Volume Road Base Course Applications Evaluated through Accelerated Pavement Testing -- Use of Fluidized Bed Combustion Ash in Full Depth Reclamation -- Vertical Pressures Produced by Controlled Low Strength Material (CLSM) Poured into Pipe Trenches -- A Case Study and Lessons Learned : Retaining Wall Design and Construction of the Maid of the Mist Winter Storage Facility -- A Synthesis of Pile Performance Monitoring Projects in Downdrag Environments in Minnesota -- Assessment of Old Stone Walls -- Case Histories of Full-Scale Comparative Load Testing of Base Grouted and Ungrouted Test Shaft Pairs -- Current Limitations and Challenges of Driven Piles in Rock as Demonstrated Using Three Case Studies in Wyoming -- Reconstruction of Route 33 Bridges at West Point, Virginia -- Statnamic Load Test for 30-inch Precast Prestressed Square Concrete Pile : A Case History -- Dry Soil Mix Column Shear Panels Constructed beneath Lost Lake Dredge Disposal Island Levee -- First Known Application of Cutter Soil Mixing for Support of a Heritage Building -- Lessons Learned from Ground Improvement on BART Fremont Central Park Subway Project in Fremont, California -- Moisture Content and Relative Compaction Influences on Swell Potential and Strength of a Compacted Residual Soil
  • Performance of Tanks Supported on DMM Columns in the Gulf Coast : Hydrotest Monitoring and Settlement Analysis -- Stone Columns : Lessons Learned, Settlements, and Future Project Considerations -- Design and Monitoring of a Sheet Pile Wall Installed in Soft Industrial Waste -- Electronic Thickness Gauge Measurements on a 36-Year-Old Steel Bar Mat Reinforced MSE Wall -- Geo-Characterization of Brownfield Site for Modernization of a Large Industrial Facility -- Old Technology Enhanced by Dynamic Replacement -- The Great Salt Lake Causeway A Calculated Risk 50 Years Later -- Load Displacement Behavior of ACIP Piles in Mixed Soil Profile -- Overburden Effect on the Axial Resistance of Instrumented CFA Piles -- Region-Specific Load Transfer Model for Augered Cast-in-Place Piles in Granular Soils -- Thermal Integrity Profiling of ACIP Piles -- A Study of Plane Strain Pile Jacking and Driving in Granular Media -- Development of Removable Load Distributive Compressive Anchor Technology -- Development of Very Low Head Room Press-In Sheet Pile Driver -- Enhancement of Pervious Concrete Pile Subjected to Uplift Load Using Microbial Induced Carbonate Precipitation -- Experimental Study of Installation of Concrete Suction Caisson in Clay -- Installation and Load Capacity of Torpedo Anchors in Offshore Applications -- Model Tests of Laterally Loaded Piles under a Horizontally Scoured Condition -- The Effects of Pile Installation on Vertical and Lateral Response -- The Importance of Interfaces in Geotechnical Foundation Systems -- Uplift Tests on Shallow Cast-in-Place Enlarged Base Pedestal Foundations in Clay -- Axial Tension and Lateral Capacity of Step-Tapered Helical Piles for Transmission Pole Structures
  • Bearing and Friction Design Capacity Softwar for Helical Anchors and Piles -- Lateral Performance of Large-Capacity Helical Piles -- Monitoring Micropile Foundations of Bridge during Construction -- Numerical Modeling in Micropile Design for a Pusher Furnace -- Axial Load Tests on Drilled Shafts Socketed in Hard Clays and Shales -- Case History : Margaret McDermott Bridge over I-30 -- Elastic Analysis of Drilled Shaft Foundations in Soil Profiles with Intermediate Caliche Layers -- Numerical Simulation of a Drilled Shaft in an MSE Wall under Cyclic Loading -- Seismic Site Characterization in Support of Drilled Shaft Design in Southern Nevada -- Separating Contributions from Pre-Mobilization and Ground Improvement for Post-Grouted Drilled Shafts -- Corrosion Study of Existing Steel H-Pile Installed through Cinder-Ash Fill -- Elastic Analysis of Rock-Socketed Piles -- Evaluation of Pile Set-Up using iCAP Dynamic Restrike Software Analysis in the State of Alabama -- Foundation Support Cost Applications to Driven-Pile Design -- High-Strain Dynamic Pile Testing for the I-40/I-240 Interchange in Memphis, Tennessee -- Kentucky Lake Pipe Pile Load Test Program -- On Design and Installation of Driven Piles in Coral Deposits : A Case Study from the Red Sea Coast of Saudi Arabia -- Pile Driving Formulas Revisited -- Pile Setup and Axial Capacity Gain for Driven Piles Installed Using Impact Hammer versus Vibratory System -- Soil Plugging Mechanism on Large Diameter Pipe Piles : Insight from Discrete Element Simulations -- Tension Tests on Driven H-Piles in Sand and Clay -- Uplift Resistance of Coated Driven Steel Piles -- Effects of Demolishing the Deep Excavation Support System Used for Tall Building Construction on Adjacent Metro Line : Modeling and Field Comparison -- Experimental p-y Curves for a Laterally Loaded Single Pile in Cement-Improved Soft Clay -- Full Scale Crash Test on a Group of Piles in Clay
  • Group Effects on Piles Behavior under Lateral Loading -- Numerical Simulation of Pile Installation and Setup for Bayou Lacassine Site -- A New Approach to Measure Water Film Due to Void Redistribution in Layered Soil -- Analysis of Drilled Shaft Settlement Caused by Liquefaction -- Assessing Liquefaction-Induced Lateral Spreads Using CPT Cases from the Christchurch, New Zealand, Earthquakes -- Centrifuge Testing of Levees : Saturation Techniques during Model Construction -- Comparison of Soil Response during Earthquake Excitation and Uniform Cyclic Loading -- Experimental Modeling of Rainfall Induced Slope Failures in Compacted Clays -- Liquefaction and Residential Foundations : Lessons Learned from Past Earthquakes -- Liquefaction of Granular Soils at the Microscale -- Magnitudes of Prehistoric Earthquakes at the Hollywood, South Carolina, Site -- Multiscale Modeling of Fine Particles Migration in Granular Filters -- Performance of Skewed Abutments from Large-Scale Testing -- Regional Geology and Seismic Site Amplification in the Washington, DC, Metropolitan Area -- Response of a Silty Sand Centrifuge Deposit to Repeated Earthquakes -- Scour Characteristics of Saturated Levees Due to Floodwall Overtopping -- Seismic Hazard Curves for the Probability of Liquefaction -- Soil Compressibility in Transient Unsaturated Seepage Analyses -- Design and Construction of a Permanent Earth Retention System in Stiff Fissured Clay and Landslide Rubble -- Monitoring a Drilled Shaft Retaining Wall in Expansive Clay : Long-Term Performance in Response to Moisture Fluctuations -- North American Trends and Developments of Complex Support of Excavation Systems -- Numerical Investigation of Gravity Wall-Granular Soil Interaction -- Robust Design Optimization Applied to Braced Excavations -- Apparent Lateral Earth Pressures below the Lowest Support Level -- Compressive Strength Variations of Lime-Treated Expansive Soils
  • Durability of Lightly Stabilised Granular Material Subjected to Freeze-Thaw and Wet-Dry Cycles -- Experimental Investigation of Applicability of Sand Tire Chip Mixtures as Retaining Wall Backfill -- Interface Properties of Metal-Grid and Geogrid Reinforcements with Sand -- Seismic Performance of Cantilever Retaining Walls with Clayey Backfills -- Three Dimensional Effects of Vertical Stiffeners on Infinitely-Long Sheet-Piles in Cohesionless Soil -- Analysis of Reinforced Soil Wall Considering Oblique Pullout of Reinforcement Resting on Two-Parameter Pasternak Subgrade -- Effect of Single and Double Anchored Systems on the Behaviour of Cellular Reinforced Fly Ash Walls -- Impact of Compaction Level and Depth of Fill on the Pullout Resistance of Ribbed Strip MSE Reinforcement -- Numerical Simulation of a Geosynthetic Reinforced Soil Integrated Bridge System during Construction and Operation Using Parametric Studies -- Numerical Study of Deformation Behavior for a Geosynthetic-Reinforced Soil Bridge Abutment under Static Loading -- Seismic Thrust vs. Wall Inertia in Non-Yielding Retaining Walls under Earthquake Loading : Synchronous or Asynchronous Action? -- Case Studies of New York City Projects with Varying Site Constraints -- Design and Construction of a Sheet Pile Earth Retention System in Soft Clays -- Foundation Design and Construction in Urban Environments -- Foundation Features : Tall Buildings and Braced Excavations in Houston -- Performance of Deep Excavations in Clay in the Boston Urban Environment -- Reconstruction of Tsunami-Ravaged Levees by the Press-In Piling Method in Japan's Northeast -- Removable Compressive Load Distributive Strand Anchors : Case History and Lessons Learned -- Development of a Full-Scale Soil-Borehole Thermal Energy Storage System
  • Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles -- Experimental Investigation of Bridge Deck Deicing Using Energy Piles -- Full-Scale Field Testing of Energy Piles -- Investigation of Construction Specification Effects on Energy Pile Efficiency -- Investigation of Thermo-Mechanical Load Transfer (t-z Curves) Behavior of Soil-Energy Pile Interface Using Modified Borehole Shear Tests -- Numerical Modeling of Thermally Induced Pore Water Flow in Saturated Soil Surrounding Geothermal Piles -- Preliminary Studies of the Use of Abandoned Mine Water for Geothermal Applications -- Response of an Energy Foundation to Temperature Fluctuations -- Sensitivity Study on Factors Affecting the Heat Exchange in Geothermal Heat Pump System -- Temperature Effects on Sand-Steel Interface Shear and Quantification of Post-Shear Surface Texture Characteristics of Steel -- Thermal Operation of Geothermal Piles Installed in Sand A Comparative Assessment Using Numerical and Physical Models -- Thermal Stress and Displacement Response of Geothermal Energy Piles in Sand -- Centrifuge Modeling of Offshore Wind Turbine with Bucket Foundation under Earthquake Loading -- Cyclic Performance of Single and Group Micropiles on Loose Sand -- Mass Soil Mixing for Wind Tower Turbine Foundations -- Preliminary Design of Suction Pile for Mooring of Concrete Floating Structures -- Simulation of Dynamic Response of Offshore Wind Turbine with Group-Pile Foundation Using Centrifuge Tests -- A Methodology for Axially Loaded Drilled Shaft Performance Predictions Using DFSAP -- Allowable Design Strength of Geosynthetic Reinforcement for Veneer Stability of MSW Landfills : A Reliability Based Approach -- Alternative Method of Flow-Back Water Treatment in Shale Gas Development for Environmental Protection -- Assessment of Shear Failure Parameters for Sand-Clay Liners
  • Characterization of Collapsible Soils -- Effect of Parameter Uncertainty on Factor of Safety Calculations in a Slope Stability Problem -- Impact of Proof Load Test Programs on the Reliability of Foundations -- Laboratory Determination of the Time-Dependent Interface Frictional Behavior between Cohesive Soil and Construction Materials -- Large Diameter Triaxial Testing of AASHTO Open Graded Aggregates and the Effect of Relative Density on Strength -- Predicting Immediate Settlement on Spread Footings for Highway Bridges -- Probabilistic Methodology for Developing Regional and Site-Class Dependent Seismic Site Amplification Factors -- Probabilistic Settlement Analysis of Shallow Foundations on Heterogeneous Soil Stratum with Anisotropic Correlation Structure -- Quantitative Comparison of Direct Monte Carlo Simulation to Simplified Reliability Approaches for Evaluating the Stability of Unreinforced Slopes -- Reliability-Based Robust Geotechnical Design of Rock Bolts for Slope Stabilization -- Risk Analysis on Bridge Scour Failure -- The Random Finite Element Method (RFEM) in Probabilistic Slope Stability Analysis with Consideration of Spatial Variability of Soil Properties -- Unconfined Compressive Strength and Deformation Modulus Relationship for Two Carbonate Rock Formations -- Updating Single Pile Capacity by Load Tests -- A New Borehole Tool for Subsurface Seismic Imaging A Full Waveform Inversion Approach -- An Appraisal of a New Generation of Surface Wave Techniques at a Test Site in Florida -- Bender Element Testing and Discrete Element Modeling of Shear Wave in Granular Media -- Centrifuge Modeling the Influence of Soil Anisotropy on Seismic Response of Foundations -- Comparison of Image Analyses Algorithms for Video-Based Remote Structure Vibration Monitoring System
  • Creep Behavior of Shale Formations in Shale Gas Development -- Effect of Different Parameters on Steady State and Monotonic Liquefaction of Gravelly Soils -- Geomechanical Properties of Coal Mine Roof Rocks in Illinois -- Reliability of Coal Mine Roof Rating in Mining Applications -- Settling Characteristics of Fine-Grained Dredged Sediments Used in Louisiana Coastal Restoration and Land Building Projects -- Constitutive Modeling of Unsaturated Soils Using Results from Suction Controlled Odometer Tests -- Deformation Non-Uniformity of an Unsaturated Soil during Triaxial Testing -- Evolution of Interphase Contact Angle in Partially Saturated Granular Soils Using Digital Analysis of X-Ray Computed Tomography Images -- Numerical Analysis of Vertical Moisture Barriers in Controlling Expansive Soils in Presence of Soil Cracks -- Prediction of the Resilient Modulus of Unsaturated Base-Course Materials -- Shrinkage Induced Pressure Measurement to Address Desiccation Cracking in Expansive Soils -- Simplified Equivalent Linear and Nonlinear Site Response Analysis of Partially Saturated Soil Layers -- Suitable Shearing Rate for Triaxial Testing of Intermediate Soils under Vapor Controlled Medium to High Suction Range -- Are There Gender Differences in the Value That Civil and Environmental Engineering Students Place on Service Provided through Service-Learning Projects? -- Disciplinary Diversity in the Development of Geotechnical Engineering Undergraduate Education Materials -- Enhancing Students' Problem-Solving Skills through Progressive Integration of Project-Based Learning -- Inclusionary Instructional Methods Addressing a Diversity of Learners in Geotechnical Engineering Education -- Support of Women Geotechnical Engineering Faculty : History and Initiatives
  • Views and Concerns with Regard to Teaching Geotechnical Engineering : Viable Strategies for the Classroom Environment -- A Numerical Study of the Installation-Induced Stresses and Excess Pore-Water Pressures around Rigid Inclusions Using a Linear-Elastic Perfectly-Plastic Soil -- Characterization of Smear Zone Caused by Mandrel Action -- Contact Fatigue : A Key Mechanism in Time-Dependent Behavior of Sand after Dynamic Compaction -- Drained Shear Strength of MICP Sand at Varying Cementation Levels -- Enzyme Induced Carbonate Precipitation (EICP) Columns for Ground Improvement -- Ground Improvement of Marine Clay for Highway Construction in Mumbai, India -- Ground Improvement : Difficulties in Measuring Success -- Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification : A Two-Phase Process -- Post-Grouting Stability of Bentonite Suspensions within Sand Pores -- Shear Wave Velocity Measurements of Stone Column Improved Ground and Effect on Site Response -- Stability Analysis of Embankments Supported by Geosynthetic Encased Stone Columns -- Stress-Strain Behavior of Cement-Improved Clays -- Development of a Flexible Mold for Bio-Mediated Soil Materials -- Dynamic Centrifuge Tests on Soft Clay Reinforced by Soil-Cement Grids -- Field Investigation on Compaction and Strength Performance of Two Coal Wash-BOS Slag Mixtures -- Ground Improvements for a Sloped Runway Expansion -- Implementation of Optimized Ground Improvement Techniques for a Prime Real Estate Location in Southern California -- Large-Scale Bending Tests on Soil Mix Elements -- Seismic Soil-Pile-Structure Interaction in Improved Soft Clay : Centrifuge Tests
  • Wet Grab Samples vs. Cored Samples as QC/QA Methods at the Rio Puerto Nuevo Project in San Juan, PR -- Application and Accuracy of Structure from Motion Computer Vision Models with Full-Scale Geotechnical Field Tests -- Effect of Container Wall Friction on the Consolidation of Clay Specimen -- Failure Mechanism of Earthen Levee Strengthened by Vegetated HPTRM System and Design Guideline for Hurricane Overtopping Conditions -- Full Scale Crash Test of a 36-Ton Truck against a Barrier on Top of an MSE Wall -- Development of an Improved Calibration Procedure for the Electrical Density Gauge -- The Measurement of Suction Stress Characteristic Curve for a Highly Collapsible Loessial Soil -- A Framework for Premature Pavement Distress Evaluation -- Construction Monitoring for the Transbay Transit Center Excavation in San Francisco, California -- Dual Tip Penetrometer A New In Situ Approach to Identify Cemented Sand -- Exposure of Deep Foundations for the Kentucky Lock Addition Project
  • Field Calibration and Data Interpretation of a Settlement Cell System -- Initial Steps toward Characterizing Particle Mobilization Using Pore-Scale Particle Mobilization Imaging Experiments -- Intelligent Compaction of Stabilized Subgrade of Flexible Pavement -- Strength and Stress Estimation in Soil Bentonite Slurry Trench Cutoff Walls Using Cone Penetration Test Data -- The Subjective Element in Dynamic Load Testing Results -- Theory on Measuring Orientation with MEMS Accelerometers in a Centrifuge -- Thermal Activity of Geosynthetic Reinforced Soil Piers -- Using Thermal Integrity Profiling to Confirm the Structural Integrity of Foundation Applications -- Visualizing the Fundamental Physics of Rapid Earth Penetration Using Transparent Soils -- Behaviour of Reinforced Stone Dust Model Walls under Uniformly Distributed Loading -- Characterization and Surface Analysis of Commercially Available Biochars for Geoenvironmental Applications -- Influence of Physico-Chemical Properties of Different Biochars on Landfill Methane Adsorption -- Laboratory Study of Electromagnetically Induced Contaminant Removal -- Macropore Flow Modeling Using the Root Zone Water Quality Model -- Optimum Dimensions of Reinforced Soil Berm for Vertical Expansion of Municipal Solid Waste (MSW) Landfills -- Phytoremediation of Mixed Contaminated Soils : Enhancement with Biochar and Compost Amendments -- Structural Effects on Effective Conductivity of Compacted Clays
  • An Overview of Sustainability Applied to Earth Structures -- Beneficial Reuse of Fine Grained Soils for Port, River, and Shoreline Applications -- Beneficial Reuse of Waste Insulation Material in Drilling Applications -- Carbon Footprint of Tuttle Creek Dam Seismic Retrofit -- Effect of Compost Soil Treatment on Surficial Slope Stability in Fully Softened Condition -- Effect of pH on the Leaching of Elements from Highway Base Layers Built with Recycled Concrete Aggregates -- Geotechnical Properties of Lightly Stabilized Recycled Demolition Materials in Base/Sub-Base Applications -- Improving the Shear Strength of Soils by Adding Agricultural By-Products -- Investigation on Clogging Potential of Recycled Concrete Aggregate in French Drain Systems -- Recycling of Municipal Solid Waste Incineration (MSWI) Ash as Aggregate Replacement in Concrete -- Soil Crust Development throughout a Two-Dimensional Profile by Discrete Element Method -- Steel Slag : Chemistry, Mineralogy, and Morphology -- Stormwater Sediment Filtration Using Sand versus Synthetic Fibers -- Sustainability Assessment of Two Alternate Earth-Retaining Structures
Isbn
9780784479087
Instance
Label
IFCEE 2015 : proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas
Title
IFCEE 2015
Title remainder
proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas
Statement of responsibility
sponsored by International Association of Foundation Drilling, Deep Foundations Institute, Pile Driving Contractors Association, the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, Muhannad T. Suleiman, J. Brian Anderson, Debra F. Laefer
Creator
Contributor
Editor
Issuing body
Sponsoring body
Subject
Genre
Language
eng
Member of
Cataloging source
TXA
Illustrations
illustrations
Index
no index present
LC call number
TA775
LC item number
.I65225 2015eb
Literary form
non fiction
http://bibfra.me/vocab/lite/meetingDate
2015
http://bibfra.me/vocab/lite/meetingName
International Foundations Congress and Equipment Expo
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorName
  • Iskander, Magued
  • Suleiman, Muhannad T.
  • Anderson, J. Brian
  • Laefer, Debra F.
  • American Society of Civil Engineers
  • Association of Drilled Shaft Contractors (U.S.)
  • Deep Foundations Institute
  • Pile Driving Contractors Association (U.S.)
  • American Society of Civil Engineers
Series statement
Geotechnical special publication
Series volume
no. 256
http://library.link/vocab/subjectName
  • Foundations
  • Piling (Civil engineering)
  • Offshore structures
  • Foundations
  • Offshore structures
  • Piling (Civil engineering)
Label
IFCEE 2015 : proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas, sponsored by International Association of Foundation Drilling, Deep Foundations Institute, Pile Driving Contractors Association, the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, Muhannad T. Suleiman, J. Brian Anderson, Debra F. Laefer
Instantiates
Publication
Copyright
Bibliography note
Includes bibliographical references
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • Allowable Bearing Capacity of Strip Footings on Jointed Rock Masses : A Reliability Based Approach -- Numerical Simulation of Earthquake Induced Soil Liquefaction : Validation against Centrifuge Experimental Results -- On Foundations over Salt Encrusted Desert Flats (Sabkha) : Properties, Challenges, and Guidelines -- Settlement of a Shallow Foundation Resting on Piedmont Residual Soils of Northern Virginia -- Soil, Foundation, and Superstructure Interaction (I) : Advanced Analyses of Shallow Foundations -- Soil, Foundation, and Superstructure Interaction (II) : Superstructure and Foundations' Tie Beams Analyses -- Soil-Structure Interaction Effects on Seismically Isolated Nuclear Power Plants -- Tactile Pressure Sensors in Centrifuge Modeling of Rocking Foundations -- A Novel Method to Estimate the Compression Index for Gulf Coast Clayey Soil -- Aging in Sand : Fatigue at Grain Contacts and Modeling Using Discrete Element Method -- Large Scale Simulation of Granular Materials via Impulse-Based Discrete Element Method -- Model for Consolidation Analysis of Layered Soils under Depth-Dependent Loading -- Modelling Ettringite Induced Heaving in Cement Stabilized Soils within a Chemo-Mechanical Constitutive Framework -- Preliminary Study of Pore Water Chemistry Effect on the Physical and Mechanical Behaviour of Artificial Mixed Soil -- Response of Soil-Foundation-Structure Systems to Multidirectional Seismic Motion : A Micromechanical Approach
  • Settlement Estimations of Peat during Centrifuge Experiments -- Settlement of Embankment Constructed with Geofoam -- Strain Rate Dependency of Sand Response under Uniaxial Monotonic Loading -- Undrained Behavior of Sand by DEM Study -- Validation of a Numerical Model to Analyze Pile-Supported T-Walls -- Enhanced UniCone Expressions for Axial Pile Capacity Evaluation from Piezocone Tests -- Probabilistic Seismic Design of Soil-Pile Raft-Superstructure System -- Service Limit State Design for Individual Drilled Shafts in Shale Using t-z Method -- State of Practices in Databases for Deep Foundation Load Tests -- The ICP Design Method and Application to a North Sea Offshore Wind Farm -- Using Cone Penetration Testing to Predict the Capacity and Drivability of Tapered Piles in Sands -- Finite Element Analysis for Spatially Stochastic Soil Anisotropic Studies -- Numerical Investigation of Group Anchors -- Response of Beams on Nonlinear Foundation -- R-LRFD : Robust Load and Resistance Factor Design -- Soil-Structure Interactions in a Skewed Integral Abutment Bridge -- Streamlining of Bridge Pier as a Scour Countermeasure: A Feasibility Study -- Visualizing the Shallow Failure Mechanism of the T-Bar Penetrometer -- Evaluation of Moisture Susceptibility and Healing Properties of Nanoclay-Modified Asphalt Binders -- In-Place Recycling Moisture-Density Relationships for High-Traffic Applications -- Investigation of Rheological Properties of Asphalt Rubber toward Sustainable Use of Scrap Tires -- Merits of Asphalt Concrete Durability and Performance Tests When Applied to Cold In-Place Recycling
  • Pavement Repairs' Long-Term Performance over Expansive Soil -- Recent Discussions of p-y Formulations for Lateral Load Transfer of Deep Foundations Based on Experimental Studies -- Response of Resilient Modulus to Moisture Variation in Unsaturated Subgrade Soils -- Sustainable Alternatives in Low Volume Road Base Course Applications Evaluated through Accelerated Pavement Testing -- Use of Fluidized Bed Combustion Ash in Full Depth Reclamation -- Vertical Pressures Produced by Controlled Low Strength Material (CLSM) Poured into Pipe Trenches -- A Case Study and Lessons Learned : Retaining Wall Design and Construction of the Maid of the Mist Winter Storage Facility -- A Synthesis of Pile Performance Monitoring Projects in Downdrag Environments in Minnesota -- Assessment of Old Stone Walls -- Case Histories of Full-Scale Comparative Load Testing of Base Grouted and Ungrouted Test Shaft Pairs -- Current Limitations and Challenges of Driven Piles in Rock as Demonstrated Using Three Case Studies in Wyoming -- Reconstruction of Route 33 Bridges at West Point, Virginia -- Statnamic Load Test for 30-inch Precast Prestressed Square Concrete Pile : A Case History -- Dry Soil Mix Column Shear Panels Constructed beneath Lost Lake Dredge Disposal Island Levee -- First Known Application of Cutter Soil Mixing for Support of a Heritage Building -- Lessons Learned from Ground Improvement on BART Fremont Central Park Subway Project in Fremont, California -- Moisture Content and Relative Compaction Influences on Swell Potential and Strength of a Compacted Residual Soil
  • Performance of Tanks Supported on DMM Columns in the Gulf Coast : Hydrotest Monitoring and Settlement Analysis -- Stone Columns : Lessons Learned, Settlements, and Future Project Considerations -- Design and Monitoring of a Sheet Pile Wall Installed in Soft Industrial Waste -- Electronic Thickness Gauge Measurements on a 36-Year-Old Steel Bar Mat Reinforced MSE Wall -- Geo-Characterization of Brownfield Site for Modernization of a Large Industrial Facility -- Old Technology Enhanced by Dynamic Replacement -- The Great Salt Lake Causeway A Calculated Risk 50 Years Later -- Load Displacement Behavior of ACIP Piles in Mixed Soil Profile -- Overburden Effect on the Axial Resistance of Instrumented CFA Piles -- Region-Specific Load Transfer Model for Augered Cast-in-Place Piles in Granular Soils -- Thermal Integrity Profiling of ACIP Piles -- A Study of Plane Strain Pile Jacking and Driving in Granular Media -- Development of Removable Load Distributive Compressive Anchor Technology -- Development of Very Low Head Room Press-In Sheet Pile Driver -- Enhancement of Pervious Concrete Pile Subjected to Uplift Load Using Microbial Induced Carbonate Precipitation -- Experimental Study of Installation of Concrete Suction Caisson in Clay -- Installation and Load Capacity of Torpedo Anchors in Offshore Applications -- Model Tests of Laterally Loaded Piles under a Horizontally Scoured Condition -- The Effects of Pile Installation on Vertical and Lateral Response -- The Importance of Interfaces in Geotechnical Foundation Systems -- Uplift Tests on Shallow Cast-in-Place Enlarged Base Pedestal Foundations in Clay -- Axial Tension and Lateral Capacity of Step-Tapered Helical Piles for Transmission Pole Structures
  • Bearing and Friction Design Capacity Softwar for Helical Anchors and Piles -- Lateral Performance of Large-Capacity Helical Piles -- Monitoring Micropile Foundations of Bridge during Construction -- Numerical Modeling in Micropile Design for a Pusher Furnace -- Axial Load Tests on Drilled Shafts Socketed in Hard Clays and Shales -- Case History : Margaret McDermott Bridge over I-30 -- Elastic Analysis of Drilled Shaft Foundations in Soil Profiles with Intermediate Caliche Layers -- Numerical Simulation of a Drilled Shaft in an MSE Wall under Cyclic Loading -- Seismic Site Characterization in Support of Drilled Shaft Design in Southern Nevada -- Separating Contributions from Pre-Mobilization and Ground Improvement for Post-Grouted Drilled Shafts -- Corrosion Study of Existing Steel H-Pile Installed through Cinder-Ash Fill -- Elastic Analysis of Rock-Socketed Piles -- Evaluation of Pile Set-Up using iCAP Dynamic Restrike Software Analysis in the State of Alabama -- Foundation Support Cost Applications to Driven-Pile Design -- High-Strain Dynamic Pile Testing for the I-40/I-240 Interchange in Memphis, Tennessee -- Kentucky Lake Pipe Pile Load Test Program -- On Design and Installation of Driven Piles in Coral Deposits : A Case Study from the Red Sea Coast of Saudi Arabia -- Pile Driving Formulas Revisited -- Pile Setup and Axial Capacity Gain for Driven Piles Installed Using Impact Hammer versus Vibratory System -- Soil Plugging Mechanism on Large Diameter Pipe Piles : Insight from Discrete Element Simulations -- Tension Tests on Driven H-Piles in Sand and Clay -- Uplift Resistance of Coated Driven Steel Piles -- Effects of Demolishing the Deep Excavation Support System Used for Tall Building Construction on Adjacent Metro Line : Modeling and Field Comparison -- Experimental p-y Curves for a Laterally Loaded Single Pile in Cement-Improved Soft Clay -- Full Scale Crash Test on a Group of Piles in Clay
  • Group Effects on Piles Behavior under Lateral Loading -- Numerical Simulation of Pile Installation and Setup for Bayou Lacassine Site -- A New Approach to Measure Water Film Due to Void Redistribution in Layered Soil -- Analysis of Drilled Shaft Settlement Caused by Liquefaction -- Assessing Liquefaction-Induced Lateral Spreads Using CPT Cases from the Christchurch, New Zealand, Earthquakes -- Centrifuge Testing of Levees : Saturation Techniques during Model Construction -- Comparison of Soil Response during Earthquake Excitation and Uniform Cyclic Loading -- Experimental Modeling of Rainfall Induced Slope Failures in Compacted Clays -- Liquefaction and Residential Foundations : Lessons Learned from Past Earthquakes -- Liquefaction of Granular Soils at the Microscale -- Magnitudes of Prehistoric Earthquakes at the Hollywood, South Carolina, Site -- Multiscale Modeling of Fine Particles Migration in Granular Filters -- Performance of Skewed Abutments from Large-Scale Testing -- Regional Geology and Seismic Site Amplification in the Washington, DC, Metropolitan Area -- Response of a Silty Sand Centrifuge Deposit to Repeated Earthquakes -- Scour Characteristics of Saturated Levees Due to Floodwall Overtopping -- Seismic Hazard Curves for the Probability of Liquefaction -- Soil Compressibility in Transient Unsaturated Seepage Analyses -- Design and Construction of a Permanent Earth Retention System in Stiff Fissured Clay and Landslide Rubble -- Monitoring a Drilled Shaft Retaining Wall in Expansive Clay : Long-Term Performance in Response to Moisture Fluctuations -- North American Trends and Developments of Complex Support of Excavation Systems -- Numerical Investigation of Gravity Wall-Granular Soil Interaction -- Robust Design Optimization Applied to Braced Excavations -- Apparent Lateral Earth Pressures below the Lowest Support Level -- Compressive Strength Variations of Lime-Treated Expansive Soils
  • Durability of Lightly Stabilised Granular Material Subjected to Freeze-Thaw and Wet-Dry Cycles -- Experimental Investigation of Applicability of Sand Tire Chip Mixtures as Retaining Wall Backfill -- Interface Properties of Metal-Grid and Geogrid Reinforcements with Sand -- Seismic Performance of Cantilever Retaining Walls with Clayey Backfills -- Three Dimensional Effects of Vertical Stiffeners on Infinitely-Long Sheet-Piles in Cohesionless Soil -- Analysis of Reinforced Soil Wall Considering Oblique Pullout of Reinforcement Resting on Two-Parameter Pasternak Subgrade -- Effect of Single and Double Anchored Systems on the Behaviour of Cellular Reinforced Fly Ash Walls -- Impact of Compaction Level and Depth of Fill on the Pullout Resistance of Ribbed Strip MSE Reinforcement -- Numerical Simulation of a Geosynthetic Reinforced Soil Integrated Bridge System during Construction and Operation Using Parametric Studies -- Numerical Study of Deformation Behavior for a Geosynthetic-Reinforced Soil Bridge Abutment under Static Loading -- Seismic Thrust vs. Wall Inertia in Non-Yielding Retaining Walls under Earthquake Loading : Synchronous or Asynchronous Action? -- Case Studies of New York City Projects with Varying Site Constraints -- Design and Construction of a Sheet Pile Earth Retention System in Soft Clays -- Foundation Design and Construction in Urban Environments -- Foundation Features : Tall Buildings and Braced Excavations in Houston -- Performance of Deep Excavations in Clay in the Boston Urban Environment -- Reconstruction of Tsunami-Ravaged Levees by the Press-In Piling Method in Japan's Northeast -- Removable Compressive Load Distributive Strand Anchors : Case History and Lessons Learned -- Development of a Full-Scale Soil-Borehole Thermal Energy Storage System
  • Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles -- Experimental Investigation of Bridge Deck Deicing Using Energy Piles -- Full-Scale Field Testing of Energy Piles -- Investigation of Construction Specification Effects on Energy Pile Efficiency -- Investigation of Thermo-Mechanical Load Transfer (t-z Curves) Behavior of Soil-Energy Pile Interface Using Modified Borehole Shear Tests -- Numerical Modeling of Thermally Induced Pore Water Flow in Saturated Soil Surrounding Geothermal Piles -- Preliminary Studies of the Use of Abandoned Mine Water for Geothermal Applications -- Response of an Energy Foundation to Temperature Fluctuations -- Sensitivity Study on Factors Affecting the Heat Exchange in Geothermal Heat Pump System -- Temperature Effects on Sand-Steel Interface Shear and Quantification of Post-Shear Surface Texture Characteristics of Steel -- Thermal Operation of Geothermal Piles Installed in Sand A Comparative Assessment Using Numerical and Physical Models -- Thermal Stress and Displacement Response of Geothermal Energy Piles in Sand -- Centrifuge Modeling of Offshore Wind Turbine with Bucket Foundation under Earthquake Loading -- Cyclic Performance of Single and Group Micropiles on Loose Sand -- Mass Soil Mixing for Wind Tower Turbine Foundations -- Preliminary Design of Suction Pile for Mooring of Concrete Floating Structures -- Simulation of Dynamic Response of Offshore Wind Turbine with Group-Pile Foundation Using Centrifuge Tests -- A Methodology for Axially Loaded Drilled Shaft Performance Predictions Using DFSAP -- Allowable Design Strength of Geosynthetic Reinforcement for Veneer Stability of MSW Landfills : A Reliability Based Approach -- Alternative Method of Flow-Back Water Treatment in Shale Gas Development for Environmental Protection -- Assessment of Shear Failure Parameters for Sand-Clay Liners
  • Characterization of Collapsible Soils -- Effect of Parameter Uncertainty on Factor of Safety Calculations in a Slope Stability Problem -- Impact of Proof Load Test Programs on the Reliability of Foundations -- Laboratory Determination of the Time-Dependent Interface Frictional Behavior between Cohesive Soil and Construction Materials -- Large Diameter Triaxial Testing of AASHTO Open Graded Aggregates and the Effect of Relative Density on Strength -- Predicting Immediate Settlement on Spread Footings for Highway Bridges -- Probabilistic Methodology for Developing Regional and Site-Class Dependent Seismic Site Amplification Factors -- Probabilistic Settlement Analysis of Shallow Foundations on Heterogeneous Soil Stratum with Anisotropic Correlation Structure -- Quantitative Comparison of Direct Monte Carlo Simulation to Simplified Reliability Approaches for Evaluating the Stability of Unreinforced Slopes -- Reliability-Based Robust Geotechnical Design of Rock Bolts for Slope Stabilization -- Risk Analysis on Bridge Scour Failure -- The Random Finite Element Method (RFEM) in Probabilistic Slope Stability Analysis with Consideration of Spatial Variability of Soil Properties -- Unconfined Compressive Strength and Deformation Modulus Relationship for Two Carbonate Rock Formations -- Updating Single Pile Capacity by Load Tests -- A New Borehole Tool for Subsurface Seismic Imaging A Full Waveform Inversion Approach -- An Appraisal of a New Generation of Surface Wave Techniques at a Test Site in Florida -- Bender Element Testing and Discrete Element Modeling of Shear Wave in Granular Media -- Centrifuge Modeling the Influence of Soil Anisotropy on Seismic Response of Foundations -- Comparison of Image Analyses Algorithms for Video-Based Remote Structure Vibration Monitoring System
  • Creep Behavior of Shale Formations in Shale Gas Development -- Effect of Different Parameters on Steady State and Monotonic Liquefaction of Gravelly Soils -- Geomechanical Properties of Coal Mine Roof Rocks in Illinois -- Reliability of Coal Mine Roof Rating in Mining Applications -- Settling Characteristics of Fine-Grained Dredged Sediments Used in Louisiana Coastal Restoration and Land Building Projects -- Constitutive Modeling of Unsaturated Soils Using Results from Suction Controlled Odometer Tests -- Deformation Non-Uniformity of an Unsaturated Soil during Triaxial Testing -- Evolution of Interphase Contact Angle in Partially Saturated Granular Soils Using Digital Analysis of X-Ray Computed Tomography Images -- Numerical Analysis of Vertical Moisture Barriers in Controlling Expansive Soils in Presence of Soil Cracks -- Prediction of the Resilient Modulus of Unsaturated Base-Course Materials -- Shrinkage Induced Pressure Measurement to Address Desiccation Cracking in Expansive Soils -- Simplified Equivalent Linear and Nonlinear Site Response Analysis of Partially Saturated Soil Layers -- Suitable Shearing Rate for Triaxial Testing of Intermediate Soils under Vapor Controlled Medium to High Suction Range -- Are There Gender Differences in the Value That Civil and Environmental Engineering Students Place on Service Provided through Service-Learning Projects? -- Disciplinary Diversity in the Development of Geotechnical Engineering Undergraduate Education Materials -- Enhancing Students' Problem-Solving Skills through Progressive Integration of Project-Based Learning -- Inclusionary Instructional Methods Addressing a Diversity of Learners in Geotechnical Engineering Education -- Support of Women Geotechnical Engineering Faculty : History and Initiatives
  • Views and Concerns with Regard to Teaching Geotechnical Engineering : Viable Strategies for the Classroom Environment -- A Numerical Study of the Installation-Induced Stresses and Excess Pore-Water Pressures around Rigid Inclusions Using a Linear-Elastic Perfectly-Plastic Soil -- Characterization of Smear Zone Caused by Mandrel Action -- Contact Fatigue : A Key Mechanism in Time-Dependent Behavior of Sand after Dynamic Compaction -- Drained Shear Strength of MICP Sand at Varying Cementation Levels -- Enzyme Induced Carbonate Precipitation (EICP) Columns for Ground Improvement -- Ground Improvement of Marine Clay for Highway Construction in Mumbai, India -- Ground Improvement : Difficulties in Measuring Success -- Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification : A Two-Phase Process -- Post-Grouting Stability of Bentonite Suspensions within Sand Pores -- Shear Wave Velocity Measurements of Stone Column Improved Ground and Effect on Site Response -- Stability Analysis of Embankments Supported by Geosynthetic Encased Stone Columns -- Stress-Strain Behavior of Cement-Improved Clays -- Development of a Flexible Mold for Bio-Mediated Soil Materials -- Dynamic Centrifuge Tests on Soft Clay Reinforced by Soil-Cement Grids -- Field Investigation on Compaction and Strength Performance of Two Coal Wash-BOS Slag Mixtures -- Ground Improvements for a Sloped Runway Expansion -- Implementation of Optimized Ground Improvement Techniques for a Prime Real Estate Location in Southern California -- Large-Scale Bending Tests on Soil Mix Elements -- Seismic Soil-Pile-Structure Interaction in Improved Soft Clay : Centrifuge Tests
  • Wet Grab Samples vs. Cored Samples as QC/QA Methods at the Rio Puerto Nuevo Project in San Juan, PR -- Application and Accuracy of Structure from Motion Computer Vision Models with Full-Scale Geotechnical Field Tests -- Effect of Container Wall Friction on the Consolidation of Clay Specimen -- Failure Mechanism of Earthen Levee Strengthened by Vegetated HPTRM System and Design Guideline for Hurricane Overtopping Conditions -- Full Scale Crash Test of a 36-Ton Truck against a Barrier on Top of an MSE Wall -- Development of an Improved Calibration Procedure for the Electrical Density Gauge -- The Measurement of Suction Stress Characteristic Curve for a Highly Collapsible Loessial Soil -- A Framework for Premature Pavement Distress Evaluation -- Construction Monitoring for the Transbay Transit Center Excavation in San Francisco, California -- Dual Tip Penetrometer A New In Situ Approach to Identify Cemented Sand -- Exposure of Deep Foundations for the Kentucky Lock Addition Project
  • Field Calibration and Data Interpretation of a Settlement Cell System -- Initial Steps toward Characterizing Particle Mobilization Using Pore-Scale Particle Mobilization Imaging Experiments -- Intelligent Compaction of Stabilized Subgrade of Flexible Pavement -- Strength and Stress Estimation in Soil Bentonite Slurry Trench Cutoff Walls Using Cone Penetration Test Data -- The Subjective Element in Dynamic Load Testing Results -- Theory on Measuring Orientation with MEMS Accelerometers in a Centrifuge -- Thermal Activity of Geosynthetic Reinforced Soil Piers -- Using Thermal Integrity Profiling to Confirm the Structural Integrity of Foundation Applications -- Visualizing the Fundamental Physics of Rapid Earth Penetration Using Transparent Soils -- Behaviour of Reinforced Stone Dust Model Walls under Uniformly Distributed Loading -- Characterization and Surface Analysis of Commercially Available Biochars for Geoenvironmental Applications -- Influence of Physico-Chemical Properties of Different Biochars on Landfill Methane Adsorption -- Laboratory Study of Electromagnetically Induced Contaminant Removal -- Macropore Flow Modeling Using the Root Zone Water Quality Model -- Optimum Dimensions of Reinforced Soil Berm for Vertical Expansion of Municipal Solid Waste (MSW) Landfills -- Phytoremediation of Mixed Contaminated Soils : Enhancement with Biochar and Compost Amendments -- Structural Effects on Effective Conductivity of Compacted Clays
  • An Overview of Sustainability Applied to Earth Structures -- Beneficial Reuse of Fine Grained Soils for Port, River, and Shoreline Applications -- Beneficial Reuse of Waste Insulation Material in Drilling Applications -- Carbon Footprint of Tuttle Creek Dam Seismic Retrofit -- Effect of Compost Soil Treatment on Surficial Slope Stability in Fully Softened Condition -- Effect of pH on the Leaching of Elements from Highway Base Layers Built with Recycled Concrete Aggregates -- Geotechnical Properties of Lightly Stabilized Recycled Demolition Materials in Base/Sub-Base Applications -- Improving the Shear Strength of Soils by Adding Agricultural By-Products -- Investigation on Clogging Potential of Recycled Concrete Aggregate in French Drain Systems -- Recycling of Municipal Solid Waste Incineration (MSWI) Ash as Aggregate Replacement in Concrete -- Soil Crust Development throughout a Two-Dimensional Profile by Discrete Element Method -- Steel Slag : Chemistry, Mineralogy, and Morphology -- Stormwater Sediment Filtration Using Sand versus Synthetic Fibers -- Sustainability Assessment of Two Alternate Earth-Retaining Structures
Control code
905985650
Dimensions
unknown
Extent
1 online resource (2845 pages)
Form of item
online
Isbn
9780784479087
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
color illustrations
Specific material designation
remote
System control number
(OCoLC)905985650
Label
IFCEE 2015 : proceedings of the International Foundations Congress and Equipment Expo 2015, March 17-21, 2015, San Antonio, Texas, sponsored by International Association of Foundation Drilling, Deep Foundations Institute, Pile Driving Contractors Association, the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, Muhannad T. Suleiman, J. Brian Anderson, Debra F. Laefer
Publication
Copyright
Bibliography note
Includes bibliographical references
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • Allowable Bearing Capacity of Strip Footings on Jointed Rock Masses : A Reliability Based Approach -- Numerical Simulation of Earthquake Induced Soil Liquefaction : Validation against Centrifuge Experimental Results -- On Foundations over Salt Encrusted Desert Flats (Sabkha) : Properties, Challenges, and Guidelines -- Settlement of a Shallow Foundation Resting on Piedmont Residual Soils of Northern Virginia -- Soil, Foundation, and Superstructure Interaction (I) : Advanced Analyses of Shallow Foundations -- Soil, Foundation, and Superstructure Interaction (II) : Superstructure and Foundations' Tie Beams Analyses -- Soil-Structure Interaction Effects on Seismically Isolated Nuclear Power Plants -- Tactile Pressure Sensors in Centrifuge Modeling of Rocking Foundations -- A Novel Method to Estimate the Compression Index for Gulf Coast Clayey Soil -- Aging in Sand : Fatigue at Grain Contacts and Modeling Using Discrete Element Method -- Large Scale Simulation of Granular Materials via Impulse-Based Discrete Element Method -- Model for Consolidation Analysis of Layered Soils under Depth-Dependent Loading -- Modelling Ettringite Induced Heaving in Cement Stabilized Soils within a Chemo-Mechanical Constitutive Framework -- Preliminary Study of Pore Water Chemistry Effect on the Physical and Mechanical Behaviour of Artificial Mixed Soil -- Response of Soil-Foundation-Structure Systems to Multidirectional Seismic Motion : A Micromechanical Approach
  • Settlement Estimations of Peat during Centrifuge Experiments -- Settlement of Embankment Constructed with Geofoam -- Strain Rate Dependency of Sand Response under Uniaxial Monotonic Loading -- Undrained Behavior of Sand by DEM Study -- Validation of a Numerical Model to Analyze Pile-Supported T-Walls -- Enhanced UniCone Expressions for Axial Pile Capacity Evaluation from Piezocone Tests -- Probabilistic Seismic Design of Soil-Pile Raft-Superstructure System -- Service Limit State Design for Individual Drilled Shafts in Shale Using t-z Method -- State of Practices in Databases for Deep Foundation Load Tests -- The ICP Design Method and Application to a North Sea Offshore Wind Farm -- Using Cone Penetration Testing to Predict the Capacity and Drivability of Tapered Piles in Sands -- Finite Element Analysis for Spatially Stochastic Soil Anisotropic Studies -- Numerical Investigation of Group Anchors -- Response of Beams on Nonlinear Foundation -- R-LRFD : Robust Load and Resistance Factor Design -- Soil-Structure Interactions in a Skewed Integral Abutment Bridge -- Streamlining of Bridge Pier as a Scour Countermeasure: A Feasibility Study -- Visualizing the Shallow Failure Mechanism of the T-Bar Penetrometer -- Evaluation of Moisture Susceptibility and Healing Properties of Nanoclay-Modified Asphalt Binders -- In-Place Recycling Moisture-Density Relationships for High-Traffic Applications -- Investigation of Rheological Properties of Asphalt Rubber toward Sustainable Use of Scrap Tires -- Merits of Asphalt Concrete Durability and Performance Tests When Applied to Cold In-Place Recycling
  • Pavement Repairs' Long-Term Performance over Expansive Soil -- Recent Discussions of p-y Formulations for Lateral Load Transfer of Deep Foundations Based on Experimental Studies -- Response of Resilient Modulus to Moisture Variation in Unsaturated Subgrade Soils -- Sustainable Alternatives in Low Volume Road Base Course Applications Evaluated through Accelerated Pavement Testing -- Use of Fluidized Bed Combustion Ash in Full Depth Reclamation -- Vertical Pressures Produced by Controlled Low Strength Material (CLSM) Poured into Pipe Trenches -- A Case Study and Lessons Learned : Retaining Wall Design and Construction of the Maid of the Mist Winter Storage Facility -- A Synthesis of Pile Performance Monitoring Projects in Downdrag Environments in Minnesota -- Assessment of Old Stone Walls -- Case Histories of Full-Scale Comparative Load Testing of Base Grouted and Ungrouted Test Shaft Pairs -- Current Limitations and Challenges of Driven Piles in Rock as Demonstrated Using Three Case Studies in Wyoming -- Reconstruction of Route 33 Bridges at West Point, Virginia -- Statnamic Load Test for 30-inch Precast Prestressed Square Concrete Pile : A Case History -- Dry Soil Mix Column Shear Panels Constructed beneath Lost Lake Dredge Disposal Island Levee -- First Known Application of Cutter Soil Mixing for Support of a Heritage Building -- Lessons Learned from Ground Improvement on BART Fremont Central Park Subway Project in Fremont, California -- Moisture Content and Relative Compaction Influences on Swell Potential and Strength of a Compacted Residual Soil
  • Performance of Tanks Supported on DMM Columns in the Gulf Coast : Hydrotest Monitoring and Settlement Analysis -- Stone Columns : Lessons Learned, Settlements, and Future Project Considerations -- Design and Monitoring of a Sheet Pile Wall Installed in Soft Industrial Waste -- Electronic Thickness Gauge Measurements on a 36-Year-Old Steel Bar Mat Reinforced MSE Wall -- Geo-Characterization of Brownfield Site for Modernization of a Large Industrial Facility -- Old Technology Enhanced by Dynamic Replacement -- The Great Salt Lake Causeway A Calculated Risk 50 Years Later -- Load Displacement Behavior of ACIP Piles in Mixed Soil Profile -- Overburden Effect on the Axial Resistance of Instrumented CFA Piles -- Region-Specific Load Transfer Model for Augered Cast-in-Place Piles in Granular Soils -- Thermal Integrity Profiling of ACIP Piles -- A Study of Plane Strain Pile Jacking and Driving in Granular Media -- Development of Removable Load Distributive Compressive Anchor Technology -- Development of Very Low Head Room Press-In Sheet Pile Driver -- Enhancement of Pervious Concrete Pile Subjected to Uplift Load Using Microbial Induced Carbonate Precipitation -- Experimental Study of Installation of Concrete Suction Caisson in Clay -- Installation and Load Capacity of Torpedo Anchors in Offshore Applications -- Model Tests of Laterally Loaded Piles under a Horizontally Scoured Condition -- The Effects of Pile Installation on Vertical and Lateral Response -- The Importance of Interfaces in Geotechnical Foundation Systems -- Uplift Tests on Shallow Cast-in-Place Enlarged Base Pedestal Foundations in Clay -- Axial Tension and Lateral Capacity of Step-Tapered Helical Piles for Transmission Pole Structures
  • Bearing and Friction Design Capacity Softwar for Helical Anchors and Piles -- Lateral Performance of Large-Capacity Helical Piles -- Monitoring Micropile Foundations of Bridge during Construction -- Numerical Modeling in Micropile Design for a Pusher Furnace -- Axial Load Tests on Drilled Shafts Socketed in Hard Clays and Shales -- Case History : Margaret McDermott Bridge over I-30 -- Elastic Analysis of Drilled Shaft Foundations in Soil Profiles with Intermediate Caliche Layers -- Numerical Simulation of a Drilled Shaft in an MSE Wall under Cyclic Loading -- Seismic Site Characterization in Support of Drilled Shaft Design in Southern Nevada -- Separating Contributions from Pre-Mobilization and Ground Improvement for Post-Grouted Drilled Shafts -- Corrosion Study of Existing Steel H-Pile Installed through Cinder-Ash Fill -- Elastic Analysis of Rock-Socketed Piles -- Evaluation of Pile Set-Up using iCAP Dynamic Restrike Software Analysis in the State of Alabama -- Foundation Support Cost Applications to Driven-Pile Design -- High-Strain Dynamic Pile Testing for the I-40/I-240 Interchange in Memphis, Tennessee -- Kentucky Lake Pipe Pile Load Test Program -- On Design and Installation of Driven Piles in Coral Deposits : A Case Study from the Red Sea Coast of Saudi Arabia -- Pile Driving Formulas Revisited -- Pile Setup and Axial Capacity Gain for Driven Piles Installed Using Impact Hammer versus Vibratory System -- Soil Plugging Mechanism on Large Diameter Pipe Piles : Insight from Discrete Element Simulations -- Tension Tests on Driven H-Piles in Sand and Clay -- Uplift Resistance of Coated Driven Steel Piles -- Effects of Demolishing the Deep Excavation Support System Used for Tall Building Construction on Adjacent Metro Line : Modeling and Field Comparison -- Experimental p-y Curves for a Laterally Loaded Single Pile in Cement-Improved Soft Clay -- Full Scale Crash Test on a Group of Piles in Clay
  • Group Effects on Piles Behavior under Lateral Loading -- Numerical Simulation of Pile Installation and Setup for Bayou Lacassine Site -- A New Approach to Measure Water Film Due to Void Redistribution in Layered Soil -- Analysis of Drilled Shaft Settlement Caused by Liquefaction -- Assessing Liquefaction-Induced Lateral Spreads Using CPT Cases from the Christchurch, New Zealand, Earthquakes -- Centrifuge Testing of Levees : Saturation Techniques during Model Construction -- Comparison of Soil Response during Earthquake Excitation and Uniform Cyclic Loading -- Experimental Modeling of Rainfall Induced Slope Failures in Compacted Clays -- Liquefaction and Residential Foundations : Lessons Learned from Past Earthquakes -- Liquefaction of Granular Soils at the Microscale -- Magnitudes of Prehistoric Earthquakes at the Hollywood, South Carolina, Site -- Multiscale Modeling of Fine Particles Migration in Granular Filters -- Performance of Skewed Abutments from Large-Scale Testing -- Regional Geology and Seismic Site Amplification in the Washington, DC, Metropolitan Area -- Response of a Silty Sand Centrifuge Deposit to Repeated Earthquakes -- Scour Characteristics of Saturated Levees Due to Floodwall Overtopping -- Seismic Hazard Curves for the Probability of Liquefaction -- Soil Compressibility in Transient Unsaturated Seepage Analyses -- Design and Construction of a Permanent Earth Retention System in Stiff Fissured Clay and Landslide Rubble -- Monitoring a Drilled Shaft Retaining Wall in Expansive Clay : Long-Term Performance in Response to Moisture Fluctuations -- North American Trends and Developments of Complex Support of Excavation Systems -- Numerical Investigation of Gravity Wall-Granular Soil Interaction -- Robust Design Optimization Applied to Braced Excavations -- Apparent Lateral Earth Pressures below the Lowest Support Level -- Compressive Strength Variations of Lime-Treated Expansive Soils
  • Durability of Lightly Stabilised Granular Material Subjected to Freeze-Thaw and Wet-Dry Cycles -- Experimental Investigation of Applicability of Sand Tire Chip Mixtures as Retaining Wall Backfill -- Interface Properties of Metal-Grid and Geogrid Reinforcements with Sand -- Seismic Performance of Cantilever Retaining Walls with Clayey Backfills -- Three Dimensional Effects of Vertical Stiffeners on Infinitely-Long Sheet-Piles in Cohesionless Soil -- Analysis of Reinforced Soil Wall Considering Oblique Pullout of Reinforcement Resting on Two-Parameter Pasternak Subgrade -- Effect of Single and Double Anchored Systems on the Behaviour of Cellular Reinforced Fly Ash Walls -- Impact of Compaction Level and Depth of Fill on the Pullout Resistance of Ribbed Strip MSE Reinforcement -- Numerical Simulation of a Geosynthetic Reinforced Soil Integrated Bridge System during Construction and Operation Using Parametric Studies -- Numerical Study of Deformation Behavior for a Geosynthetic-Reinforced Soil Bridge Abutment under Static Loading -- Seismic Thrust vs. Wall Inertia in Non-Yielding Retaining Walls under Earthquake Loading : Synchronous or Asynchronous Action? -- Case Studies of New York City Projects with Varying Site Constraints -- Design and Construction of a Sheet Pile Earth Retention System in Soft Clays -- Foundation Design and Construction in Urban Environments -- Foundation Features : Tall Buildings and Braced Excavations in Houston -- Performance of Deep Excavations in Clay in the Boston Urban Environment -- Reconstruction of Tsunami-Ravaged Levees by the Press-In Piling Method in Japan's Northeast -- Removable Compressive Load Distributive Strand Anchors : Case History and Lessons Learned -- Development of a Full-Scale Soil-Borehole Thermal Energy Storage System
  • Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles -- Experimental Investigation of Bridge Deck Deicing Using Energy Piles -- Full-Scale Field Testing of Energy Piles -- Investigation of Construction Specification Effects on Energy Pile Efficiency -- Investigation of Thermo-Mechanical Load Transfer (t-z Curves) Behavior of Soil-Energy Pile Interface Using Modified Borehole Shear Tests -- Numerical Modeling of Thermally Induced Pore Water Flow in Saturated Soil Surrounding Geothermal Piles -- Preliminary Studies of the Use of Abandoned Mine Water for Geothermal Applications -- Response of an Energy Foundation to Temperature Fluctuations -- Sensitivity Study on Factors Affecting the Heat Exchange in Geothermal Heat Pump System -- Temperature Effects on Sand-Steel Interface Shear and Quantification of Post-Shear Surface Texture Characteristics of Steel -- Thermal Operation of Geothermal Piles Installed in Sand A Comparative Assessment Using Numerical and Physical Models -- Thermal Stress and Displacement Response of Geothermal Energy Piles in Sand -- Centrifuge Modeling of Offshore Wind Turbine with Bucket Foundation under Earthquake Loading -- Cyclic Performance of Single and Group Micropiles on Loose Sand -- Mass Soil Mixing for Wind Tower Turbine Foundations -- Preliminary Design of Suction Pile for Mooring of Concrete Floating Structures -- Simulation of Dynamic Response of Offshore Wind Turbine with Group-Pile Foundation Using Centrifuge Tests -- A Methodology for Axially Loaded Drilled Shaft Performance Predictions Using DFSAP -- Allowable Design Strength of Geosynthetic Reinforcement for Veneer Stability of MSW Landfills : A Reliability Based Approach -- Alternative Method of Flow-Back Water Treatment in Shale Gas Development for Environmental Protection -- Assessment of Shear Failure Parameters for Sand-Clay Liners
  • Characterization of Collapsible Soils -- Effect of Parameter Uncertainty on Factor of Safety Calculations in a Slope Stability Problem -- Impact of Proof Load Test Programs on the Reliability of Foundations -- Laboratory Determination of the Time-Dependent Interface Frictional Behavior between Cohesive Soil and Construction Materials -- Large Diameter Triaxial Testing of AASHTO Open Graded Aggregates and the Effect of Relative Density on Strength -- Predicting Immediate Settlement on Spread Footings for Highway Bridges -- Probabilistic Methodology for Developing Regional and Site-Class Dependent Seismic Site Amplification Factors -- Probabilistic Settlement Analysis of Shallow Foundations on Heterogeneous Soil Stratum with Anisotropic Correlation Structure -- Quantitative Comparison of Direct Monte Carlo Simulation to Simplified Reliability Approaches for Evaluating the Stability of Unreinforced Slopes -- Reliability-Based Robust Geotechnical Design of Rock Bolts for Slope Stabilization -- Risk Analysis on Bridge Scour Failure -- The Random Finite Element Method (RFEM) in Probabilistic Slope Stability Analysis with Consideration of Spatial Variability of Soil Properties -- Unconfined Compressive Strength and Deformation Modulus Relationship for Two Carbonate Rock Formations -- Updating Single Pile Capacity by Load Tests -- A New Borehole Tool for Subsurface Seismic Imaging A Full Waveform Inversion Approach -- An Appraisal of a New Generation of Surface Wave Techniques at a Test Site in Florida -- Bender Element Testing and Discrete Element Modeling of Shear Wave in Granular Media -- Centrifuge Modeling the Influence of Soil Anisotropy on Seismic Response of Foundations -- Comparison of Image Analyses Algorithms for Video-Based Remote Structure Vibration Monitoring System
  • Creep Behavior of Shale Formations in Shale Gas Development -- Effect of Different Parameters on Steady State and Monotonic Liquefaction of Gravelly Soils -- Geomechanical Properties of Coal Mine Roof Rocks in Illinois -- Reliability of Coal Mine Roof Rating in Mining Applications -- Settling Characteristics of Fine-Grained Dredged Sediments Used in Louisiana Coastal Restoration and Land Building Projects -- Constitutive Modeling of Unsaturated Soils Using Results from Suction Controlled Odometer Tests -- Deformation Non-Uniformity of an Unsaturated Soil during Triaxial Testing -- Evolution of Interphase Contact Angle in Partially Saturated Granular Soils Using Digital Analysis of X-Ray Computed Tomography Images -- Numerical Analysis of Vertical Moisture Barriers in Controlling Expansive Soils in Presence of Soil Cracks -- Prediction of the Resilient Modulus of Unsaturated Base-Course Materials -- Shrinkage Induced Pressure Measurement to Address Desiccation Cracking in Expansive Soils -- Simplified Equivalent Linear and Nonlinear Site Response Analysis of Partially Saturated Soil Layers -- Suitable Shearing Rate for Triaxial Testing of Intermediate Soils under Vapor Controlled Medium to High Suction Range -- Are There Gender Differences in the Value That Civil and Environmental Engineering Students Place on Service Provided through Service-Learning Projects? -- Disciplinary Diversity in the Development of Geotechnical Engineering Undergraduate Education Materials -- Enhancing Students' Problem-Solving Skills through Progressive Integration of Project-Based Learning -- Inclusionary Instructional Methods Addressing a Diversity of Learners in Geotechnical Engineering Education -- Support of Women Geotechnical Engineering Faculty : History and Initiatives
  • Views and Concerns with Regard to Teaching Geotechnical Engineering : Viable Strategies for the Classroom Environment -- A Numerical Study of the Installation-Induced Stresses and Excess Pore-Water Pressures around Rigid Inclusions Using a Linear-Elastic Perfectly-Plastic Soil -- Characterization of Smear Zone Caused by Mandrel Action -- Contact Fatigue : A Key Mechanism in Time-Dependent Behavior of Sand after Dynamic Compaction -- Drained Shear Strength of MICP Sand at Varying Cementation Levels -- Enzyme Induced Carbonate Precipitation (EICP) Columns for Ground Improvement -- Ground Improvement of Marine Clay for Highway Construction in Mumbai, India -- Ground Improvement : Difficulties in Measuring Success -- Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification : A Two-Phase Process -- Post-Grouting Stability of Bentonite Suspensions within Sand Pores -- Shear Wave Velocity Measurements of Stone Column Improved Ground and Effect on Site Response -- Stability Analysis of Embankments Supported by Geosynthetic Encased Stone Columns -- Stress-Strain Behavior of Cement-Improved Clays -- Development of a Flexible Mold for Bio-Mediated Soil Materials -- Dynamic Centrifuge Tests on Soft Clay Reinforced by Soil-Cement Grids -- Field Investigation on Compaction and Strength Performance of Two Coal Wash-BOS Slag Mixtures -- Ground Improvements for a Sloped Runway Expansion -- Implementation of Optimized Ground Improvement Techniques for a Prime Real Estate Location in Southern California -- Large-Scale Bending Tests on Soil Mix Elements -- Seismic Soil-Pile-Structure Interaction in Improved Soft Clay : Centrifuge Tests
  • Wet Grab Samples vs. Cored Samples as QC/QA Methods at the Rio Puerto Nuevo Project in San Juan, PR -- Application and Accuracy of Structure from Motion Computer Vision Models with Full-Scale Geotechnical Field Tests -- Effect of Container Wall Friction on the Consolidation of Clay Specimen -- Failure Mechanism of Earthen Levee Strengthened by Vegetated HPTRM System and Design Guideline for Hurricane Overtopping Conditions -- Full Scale Crash Test of a 36-Ton Truck against a Barrier on Top of an MSE Wall -- Development of an Improved Calibration Procedure for the Electrical Density Gauge -- The Measurement of Suction Stress Characteristic Curve for a Highly Collapsible Loessial Soil -- A Framework for Premature Pavement Distress Evaluation -- Construction Monitoring for the Transbay Transit Center Excavation in San Francisco, California -- Dual Tip Penetrometer A New In Situ Approach to Identify Cemented Sand -- Exposure of Deep Foundations for the Kentucky Lock Addition Project
  • Field Calibration and Data Interpretation of a Settlement Cell System -- Initial Steps toward Characterizing Particle Mobilization Using Pore-Scale Particle Mobilization Imaging Experiments -- Intelligent Compaction of Stabilized Subgrade of Flexible Pavement -- Strength and Stress Estimation in Soil Bentonite Slurry Trench Cutoff Walls Using Cone Penetration Test Data -- The Subjective Element in Dynamic Load Testing Results -- Theory on Measuring Orientation with MEMS Accelerometers in a Centrifuge -- Thermal Activity of Geosynthetic Reinforced Soil Piers -- Using Thermal Integrity Profiling to Confirm the Structural Integrity of Foundation Applications -- Visualizing the Fundamental Physics of Rapid Earth Penetration Using Transparent Soils -- Behaviour of Reinforced Stone Dust Model Walls under Uniformly Distributed Loading -- Characterization and Surface Analysis of Commercially Available Biochars for Geoenvironmental Applications -- Influence of Physico-Chemical Properties of Different Biochars on Landfill Methane Adsorption -- Laboratory Study of Electromagnetically Induced Contaminant Removal -- Macropore Flow Modeling Using the Root Zone Water Quality Model -- Optimum Dimensions of Reinforced Soil Berm for Vertical Expansion of Municipal Solid Waste (MSW) Landfills -- Phytoremediation of Mixed Contaminated Soils : Enhancement with Biochar and Compost Amendments -- Structural Effects on Effective Conductivity of Compacted Clays
  • An Overview of Sustainability Applied to Earth Structures -- Beneficial Reuse of Fine Grained Soils for Port, River, and Shoreline Applications -- Beneficial Reuse of Waste Insulation Material in Drilling Applications -- Carbon Footprint of Tuttle Creek Dam Seismic Retrofit -- Effect of Compost Soil Treatment on Surficial Slope Stability in Fully Softened Condition -- Effect of pH on the Leaching of Elements from Highway Base Layers Built with Recycled Concrete Aggregates -- Geotechnical Properties of Lightly Stabilized Recycled Demolition Materials in Base/Sub-Base Applications -- Improving the Shear Strength of Soils by Adding Agricultural By-Products -- Investigation on Clogging Potential of Recycled Concrete Aggregate in French Drain Systems -- Recycling of Municipal Solid Waste Incineration (MSWI) Ash as Aggregate Replacement in Concrete -- Soil Crust Development throughout a Two-Dimensional Profile by Discrete Element Method -- Steel Slag : Chemistry, Mineralogy, and Morphology -- Stormwater Sediment Filtration Using Sand versus Synthetic Fibers -- Sustainability Assessment of Two Alternate Earth-Retaining Structures
Control code
905985650
Dimensions
unknown
Extent
1 online resource (2845 pages)
Form of item
online
Isbn
9780784479087
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
color illustrations
Specific material designation
remote
System control number
(OCoLC)905985650

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