Table of Contents:
“…Louis, Missouri -- Accelerating Construction of Bridge Abutments: Legacy Parkway Project, UT -- Influence of Daily and Annual Thermal Variations on Integral Abutment Bridge Performance -- The Howland Hook Marine Terminal Port Redevelopment on Staten Island, NYC -- Pile Driving Indicator Program Results, Pier 400 Container Wharf, Port of Los Angeles, California -- The JFK International Airport Airtrain, JFK Terminal at
Jamaica, Queens, NYC -- Seismic Soil-Structure Interaction Analyses of an Underwater Bulkhead and Wharf System -- 5th Runway Embankment Settlement: Hartsfield-Jackson Atlanta International Airport -- Hydrogeologic Modeling for Interstate I-70 Depressed Section Underdrainage -- Geosynthetics Applications for Heavy Load Railway Mitigation -- Case Study of EPS Geofoam Lightweight Fill for Settlement Control at Bridge Approach Embankment -- Assessments of Geosynthetic Performances for Improvement of Soft Foundation Soil in Coastal Areas -- Instrumented Geofoam and Sheet Pile Wall for a Roadway Lane Addition in a Peat Marsh -- Lateral Loading Tests for Buried Pipe with Geosynthetics -- A Laboratory Study on Improvement of Railway Ballast Using Geosynthetics -- Buddhima Indraratna, Hadi Khabbaz, and Wadud Salim -- Cellular Geosynthetics in Transportation Applications -- Modeling of Geotextile Reinforced Highway Slopes in a Geotechnical Centrifuge -- Behavior of Geosynthetic-Reinforced Segmental Retaining Walls in Tiered Arrangement -- Numerical Analysis of Geosynthetic-Rammed Aggregate Pier Supported Embankments -- Reliability-Based Design of Drilled Shafts Under Undrained Lateral-Moment Loading -- Influence of Sample Size, and Strength Variability on LRFD Resistance Factors -- Evaluation of CPT Methods for Load and Resistance Factor Design of Driven Piles -- Axial Capacity Prediction for Driven Piles Using ANN: Model Comparison -- Some Uncertainties in High-Strain Dynamic Pile Testing -- Beneficial Use of Foundry by-Products in Highway Construction -- Design Methodology for Stabilizing Slopes Using Recycled Plastic Reinforcement -- Engineering Properties of Crushed Glass-Soil Blends -- Old Town--Mud Pond Inlet Bridge: Rehabilitation of a Timber Structure with Tire Shreds -- Development of Tire Shred Underlayment to Reduce Groundborne Vibration from LRT Track -- Calibration of Elastic-Plastic Material Model for Tire Shreds -- The Research Program of "Next Generation of Ground-Motion Attenuaton Models" -- Design Ground Motion Library -- Evaluating Fault Rupture Hazard for Strike-Slip Earthquakes -- Development of Regional Liquefaction-Induced Deformation Hazard Maps -- The Peer-Lifelines Validation of Software Used in Probabilistic Seismic Hazard Analysis -- Baseline Practices and User Needs for Web Dissemination of Geotechnical Data -- Information Technology Issues in the Development of the Pilot Cosmos/PEER-LL Geotechnical Virtual Data Center -- An E-Government Web Portal for Dissemination of Geotechnical Data -- Adaptive Translative Transportation Geotechnical DBMS Framework for Hampton Roads Third Crossing, Virginia -- Development of a Prototype Web-Based SFSI Simulation Tool -- Ensuring ESA Field Compliance in Construction Through Multi-Media Education on CD -- Geotechnical Use of GIS in Transportation Projects -- Application of Information Technology in Geotechnical Engineering -- California High Speed Train: A Statewide Geo-Seismic Evaluation Using GIS -- Evaluating the Potential Use of a Portable LFWD for Characterizing Pavement Layers and Subgrades -- Binder Rheology, Morphology and Adhesion Effects on Asphalt Mixtures -- Plastic Deformation Potentials of Sandy Clay from Repeated Load Triaxial Test -- Performance of Stabilized Aggregate Base Under Flexural and Compressive Cyclic Loading -- Compaction Control of Crushed Concrete and Recycled Asphalt Pavement Using Nuclear Gauge -- Using Seismic Moduli in Structural Design of Flexible Pavements -- Dynamic Backcalculation of Pavement Structure Using Multiple Sets of Time-Series Data -- Sensitivity of Mixture Performance Properties to Changes in Asphalt Mixture Type: Case Study -- Geogrid Reinforcement of Road Base Aggregate: Measuring the Confinement Benefit -- Geogrid Reinforcement to Reduce Pavement Section Thickness: A Case Study -- Modeling of Tire-Pavement Interactions from Heavy Off-Road Vehicles -- Dynamic Cone Penetrometer in Quality Control of Compaction: State-of-the-Art Report -- Fly Ash Amended Soils as Highway Base Materials -- Design, Performance and Economics of Separation Geotextiles in Pavements -- Factors Affecting Rigid Pavement Performance: Evaluation of the LTPP SPS-2 Experiment -- Influence of Subgrade/Subbase Non-Uniformity on PCC Pavement Performance -- Observed Long-Term Water Content Changes in Flexible Pavements in a Moderate Climate -- Prediction of Subgrade Permanent Strain Using Simple Soil Properties -- A Prototype Pavement Network Database and Geographic Information System Structure -- Geotechnical Properties of Overexcavated Expansive Shale at a Steeply Dipping Bedrock Site -- Review of Current Methods for Swell Characterization of Subsoils for Transportation Infrastructure Design -- Geotechnical Characterization of the Steeply Dipping Pierre Shale -- Use of Cement Kiln Dust for the Stabilization of Soils -- Long-Term Moisture Conditions under Highway Pavements -- A Practical Method for Predicting Expansive Soil Behavior -- Simulated Pile Load-Movement Incorporating Anticipated Soil Set-up -- Strain Wedge Model for Piles/Shafts in Liquefied Soil -- Bridge Foundation Design Methodology in Alaska -- Deep Foundation Challenges at the New Benicia-Martinez Bridge -- I-25 TREX Project: O-Cell Tests and Drilled Shaft Design Recommendations -- Acceptance Testing of Drilled Shafts by Gamma-Gamma Logging -- Deflection Prediction of Laterally Loaded Piles Using Inclinometer Data -- Design and Testing of Large Diameter Concrete Cylindrical Piles: A Case Hisory -- Design, Testing and Construction of Rock Socket for Tower Foundations of the New Carquinez Bridge -- Lateral Load Test on Large Diameter Composite Piles -- Trabuco Creek: Drilled Shaft Defect Identification and Mitigation -- Lateral Load Tests on Drilled Shafts in Cemented Soil -- Drilled Shaft Load Test Program for Approach Spans of U.S. …”
Call Number: TA710.A1 G46 2004b
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