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Geotechnical engineering for transportation projects [electronic resource] : Geo-Trans 2004, July 27-31, 2004, Los Angeles, California, USA / Mishac K. Yegian, Edward Kavazanjian, editors

Conference Author
Geo-Trans 2004 (2004 : Los Angeles, Calif.)
Additional Titles
Geo-Trans 2004 and Subtitle from ASCE Proceedings screen: Proceedings of GeoTrans 2004
Published
[Reston, Va.] : [American Society of Civil Engineers], [℗♭2004]
Physical Description
1 online resource (2,271 pages) : illustrations
Additional Creators
Yegian, Mishac K., Kavazanjian, Edward, and American Society of Civil Engineers. Geo-Institute
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Series
Contents
Geotechnical Innovation in Transportation Projects -- Cement-Mixed Soil for Trans-Tokyo Bay Highway and Railway Bridge Abutments -- Case History of Deep Mixing Soil Stabilization for Boston Central Artery -- The Seismic Design of Bridges: Geotechnical and Foundation Design Issues -- Performance of Piles as Evaluated by Three-Layer Model -- Geodynamic Challenges in High Speed Railway Projects -- Design and Construction of the Rion Antirion Bridge -- Pier 400 Development: The Port of Los Angeles -- Integrated 3-D GeoInvestigation for the San Francisco-Oakland Bay Bridge East Span Replacement -- Design of the New San Francisco-Oakland Bay Bridge Self-Anchored Suspension Span -- Development of Seismic Ground Motion Criteria for New San Francisco-Oakland Bay Bridge -- Design of Large Diameter Driven Pipe Pile Foundations: New East Span San Francisco-Oakland Bay Bridge -- Foundation Design and Construction Aspects: San Francisco-Oakland Bay Bridge East Spans Seismic Safety Project -- Design for the New San Francisco-Oakland Bay Bridge East Span, Soil-Structure Interaction Problems -- SFOBB East Span Seismic Safety Project Accelerated Environmental Process -- Ground Improvement Methods for the Geofill Project at the Oakland Mole Touchdown -- A Short History and Intro: Geo-Engineering for the Cooper River Bridge -- FLAC Modeling and Pseudo-Static Analysis of Rock Islands for the Cooper River Bridge -- Design of Drilled Shaft Foundations for the Cooper River Bridge -- Site Characterization and Subsurface Conditions for the Cooper River Bridge -- Foundation Design Criteria and Quality Control for the Cooper River Bridge -- Design Ground Motions for Cooper River Bridge, Charleston, South Carolina -- Seismic Design of the Cooper River Bridge -- Finite Element Analysis of Concrete Approach Slab on Soil Embankment -- Nonlinear FE Analyses of Soil-Pile Interaction in Liquefying Sand -- A Fully Coupled Analysis Procedure for Dynamic Soil-Structure Interaction -- Long-Term Deformation of Soft Ground at a Trial Embankment Site and Its Simplified Numerical Modeling -- Soil-Pile Structure Interaction During Earthquakes -- A New Finite Element Model for Pile-Soil Interaction -- Application and Design of Segmental Precast Arches -- Integral-Abutment Bridges: A Complex Soil-Structure Interaction Challenge -- Neutral Plane Solution for Liquefaction-Induced Down-Drag on Vertical Piles -- Landslide at a Bridge Abutment in St., 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. Hwy. 82 over the Mississippi River -- Ground Movements Caused by Caisson Installation at the Lurie Excavation Project -- Micropile Application for Seismic Retrofit of the Richmond-San Rafael Toll Bridge -- A New Type of Tapered Steel Pipe Pile for Transportation Applications -- Mooring Bridge Caissons During Construction Using Jetted-In Driven Plate Anchors., and Performance of a Laterally Loaded Composite Pile at the Nottoway River Bridge -- An Alternative Foundation Solution: State Route 22, Section A02: Lewistown Bypass -- Analysis of a Column-Supported Test Embankment at the I-95/Route 1 Interchange -- DMM Implementation Challenges at the Glen Road Interchange: Lessons Learned -- Deep Mixing for Excavation Support: Design Issues -- Experience with Using Lime Cement Dry Mix Process to Avoid Construction-Related Damage to Existing Roadways and Railroads -- Modified Dry Mixing (MDM): A New Possibility in Deep Mixing -- Numerical Analysis of Embankment Stability over Deep Mixed Foundations -- Design and Numerical Analysis of Road Embankment with Low Improvement Ratio Deep Mixing Method -- Laboratory Strength Correlations for Cement-Treated Peat -- The Influence of Different Curing Environments on the Behaviour of Cement-Based Grouts Used in Contaminated Soil Treatment -- Strength Properties of Cement Treated Coode Island Silt by the Soil Mixing Method -- In Situ Test Protocols for Quality Assessments of Deep Mixing Columns -- Performance of a Tunnel in Squeezing Rock and Rehabilitation Strategies -- Back-Wall Grouting Using Acrylamide Successfully Used in Toronto's Subway -- The Progression of the Dublin Port Tunnel: One of Europe's Largest Urban Road Tunnel Construction Projects -- Immersed Tunnel Crossing of Aktion: Preveza Strait -- Design of the Underground Structures Constructed by the MMST Method -- Microtunneling in the Pacific Ocean -- Emergency Design/Build By-Pass Tunneling Behind a 600 m High Cliff -- Restoration of Path Service to WTC Site: Exchange Place Improvements -- Risk-Sensitive Decision Support System for Tunnel Construction -- Overbreak Risk Assessment in the Athens Metro TBM Tunnels -- Dewatering Effects on Structures Adjacent to Central Artery/Tunnel Project -- Second Avenue Subway Project: History and Construction Challenges -- Installing a 24-Inch Pipeline Beneath an Interstate Highway and Regional Aqueduct Using HDD -- Earth Retaining Systems for Urban Railway Tunneling Projects -- Settlement Monitoring of Large Box Culvert Supported by Rammed Aggregate Piers: A Case History -- Using Geophysical Techniques to Study Rail Track in an Area of Ground Movement -- The Settlement Behaviors of Granular Backfill Materials for High Speed Rail Embankment -- Geotechnical Challenges for the Los Angeles to Pasadena Metro Gold Line Rail Transit Project -- Trackbed Deflection under Combined Freight and High Speed Passenger Service -- Colorado Type 7 and 10 Rails under High Test Level Loads -- Earthworks for the Channel Tunnel Rail Link High Speed Railway, UK -- An Evaluation of Increased Lateral Loads on Bridge Foundations Due to Liquefaction -- Permanently Instrumented Field Sites in NEES: A Resource for Future Geotechnical Research -- Foundation Retrofit of the Third Avenue Bridge in New York -- Synchronization of HTW Peak Responses with Peak Ground Acceleration -- Seismic Response of Reinforced Steep Soil Slopes: Results of a Shaking Table Study -- Design of Pile Foundations for Liquefaction-Induced Lateral Spread Displacements -- Seismic Response of Two Specific Sites in the New Madrid Seismic Zone -- Geotechnical Effects in the Collapse of Fukae (Hanshin Expressway) Bridge, Kobe, 1995 -- Costis Syngros, George Mylonakis, and George Gazetas -- Multi-Directional Seismic Responses of Hybrid Tee Walls -- Lateral Spreading Forces on Bridge Abutment Walls/Piles -- Earthquake Ground Motion for Design of Hoover Dam Bypass Bridge (US Highway 93) -- A Highway Section Close to an Active Fault: Seismic Risk Assessment and Design Considerations -- Lifeline Upgrade for a Wharf in Soft Ground -- Growth Fault Design for Katy Freeway Reconstruction Project IH-10, Houston, Texas -- Dynamic Cone Penetration Resistance of Soils: Theory and Evaluation -- Response of Cracks to Construction Vibrations and Environmental Effects -- Comparative Site Tests for Various Types of Cone Penetrometers in Peat Ground -- Enhanced Access Penetration System for Cone Penetration at Difficult Sites -- Triaxial Tests and Model Performance of Stress-Strain for Decomposed Granite -- DMT Testing for Site Characterization and QA/QC on a Deep Dynamic Compaction Project -- Geotechnical Considerations for Design-Build Highway Contracts -- Seismic Imaging to Characterize Subsurface Ground Conditions in Civil Construction -- Design of Geophysical Surveys in Transportation -- Sinkhole Repair under Highway Embankment -- Geophysical Investigation and In-Situ Treatment of Collapsible Soils -- Investigation of a Bridge Foundation Site in Karst Terrane via Seismic Crosshole Tomography -- Stabilization of Retaining Walls and Embankments Using Rammed Aggregate PiersTM -- Compaction Grouting to Mitigate Settlement Beneath Approach Fills, California State Route 73 at Laguna Canyon Road -- Vibro Concrete Columns Solve Problems for Victory Bridge Approach Fill -- Compensation Grouting, Laboratory and Field Investigations -- Design of Jet Grout Plugs for Base Stability and Groundwater Control -- Grouting Karst to Support Driven Pile Foundation for a Truss Rail Bridge -- Geofoam Compressible Inclusions: The New Frontier in Earth Retaining Structures -- Quality Control and Performance Criteria for Ground Modification Technologies -- Embankment Construction on Marshland Using Vacuum Consolidation Technology -- Geologic Characterization, Colorado River Bridge Foundations, Hoover Dam Bypass -- Energy-Based Evaluation and Remediation of Liquefiable Soils -- Ground Improvement for the Route 21 Viaduct Project -- Unique Control of Post-Construction Settlement -- Performance of Preloading Applied on a Peaty Clay Deposit -- Finite Element Analysis of Slope Stabilization Using Piles -- Quantifying the Risk of Construction in Landslide Prone Areas -- Deformation Analysis of Modeling of Missouri Bridge Approach Embankments -- Analysis and Design of EPS-Geofoam Embankments for Seismic Loading -- INSAR Evaluation of Landslides and Alternative Transportation Routes -- Analyzing Surcharge Needs to Reduce Secondary Compression at Embankment Interfaces -- Landslide Monitoring and Emergency Notification System: Cedar Heights Subdivision, Colorado Springs, Colorado -- Coastal Bluff Monitoring/Alert System for Railways -- Stabilization of a Portion of the Honby Landslide, Using a Multi-Directional Approach -- Estimating Slope Movement with Time Domain Reflectometry (TDR) -- Cut Slope Design and Pressuremeter Testing in Weakly Cemented, Unsaturated Soil -- Analysis of Geotechnical Instrumentation to Assess Foundation Performance of I-15 -- Implications of Changes in Suction and Moisture Regime in Highway Foundations and Embankments -- Finite Element Analysis of Stability of Slopes with Precipitation -- Sheetpile-Induced Vibrations at the Lurie Excavation Project -- Hybrid T Walls Under Seismic Loads -- Tall Wall Mechanically Stabilized Earth Applications -- Patterned Ground Anchors Used for Slope Retention -- Case Study: Tied-Back RetensionTM, an Innovative Design for a 50-Foot High Retaining Wall -- Temporary Excavation Support System for a New Railway Bridge and Highway Underpass in Pittsburgh -- Application of Steel Sheet Pile Embedded Retaining Wall as a Bridge Abutment -- I-25 T-Rex Project: Instrumentation of Caisson Retaining Walls: A Case Study -- Multi-Type Earth Retaining Systems for Urban Interstate Highway -- The Effect of Upward Nail Inclination to the Stability of Soil Nailed Structures -- Slurry Walls -- 11th Avenue Railroad Underpass -- Performance of MSE Walls Supporting Bridge Foundations -- Geotechnical Design for Katy Freeway Reconstruction Project (I-10), Houston, Texas -- Novel Technologies for Tracking Construction Progress of Deep Excavations -- Design and Evaluation of Ground Support for the Exchange Place Station Improvements Project.
Subject(s)
Genre(s)
ISBN
0784407444
9780784407448
Collection
ASCE eBooks and Standards
Note
Title from table of contents screen (viewed Mar. 20, 2008).
"Sponsored by the Geo-Institute of the American Society of Civil Engineers"--Print version record.
Bibliography Note
Includes bibliographical references.
View MARC record | catkey: 16215772