http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
proceedings of selected papers of the 2009 International Foundation Congress and Equipment Expo, March 15-19, 2009, Orlando, Florida
2009 International Foundation Congress and Equipment Expo
International Foundation Congress and Equipment Expo (2009 : Orlando, Fla.)
Association of Drilled Shaft Contractors (U.S.)
Pile Driving Contractors Association (U.S.)
Management of Risk in Deep Foundations with Design-Build -- Ultimate Micropile Bond Stresses Observed during Load Testing in Clays and Sands -- Load Transfer Mechanisms of Tip Post-Grouted Drilled Shafts in Sand -- Post Grouted Drilled Shafts -- A Comprehensive Case History from Texas -- Large-Scale Laboratory Study on the Innovative Use of Compaction Grout for Drilled Shaft Tip Post Grouting -- Tip Post-Grouting of Slurry-Drilled Shafts in Soil: Chinese Experiences -- Designing and Characterizing the LEED Concrete for Drilled Shaft Applications -- Evaluation of Compression Tip Capacity for Drilled Shafts -- Evaluation of Side Resistance of Drilled Shafts in Multilayered Soils -- Prediction and Measurement of Pile Loads and Settlement at the Thames River Bridge -- Issues Related to Use of OD vs. ID Casing in Drilled Shaft Construction -- Analysis of Anchor Foundation with Root-Caisson in Non-Homogeneous Soils ---Lesson from Instrumented Slope Stabilization Project Using Drilled Shafts -- Load Tests Help Optimize Design of Deep Foundations -- Drilled Shaft Performance in Cemented Calcareous Formations in the Southeast US -- Interpreted Failure Load for Drilled Shafts via Davisson and L1-L2 -- A Case Study on the Overturning of Drill Rigs on Construction Sites -- Old Drilling Elements Combined with Some New Tricks for Secant Pile Construction: A Full Scale Test Program -- Drilled Shafts Socketed in Uncemented Clay Shale -- Effects of Rock Anisotropy on Lateral Response of Drilled Shaft -- Willis Avenue Swing Bridge: Design and Construction of Drilled Shaft Foundations -- Axial Load Transfer Behavior of Rock-Socketed Shafts -- Drilled Shaft Foundations for James River Crossing in Richmond Virginia -- Effective Use of Steel Piles for a Large Transportation Project in Central Florida -- The Effect of Installation Technique on Capacity of Cylinder Piles in the Yorktown Formation ---Case History: Value Engineering of Driven H-Piles for Slope Stability on the Missouri River -- Foundation Engineering of Offshore "Jacket" Structures -- Geotechnical Design of a Partially Piled Raft Foundation -- Axial Load Capacity of Un-Tapered Piles in Cohesionless Soils -- Analyses of Pile Capacity for Offshore Structures in Hurricane Katrina -- H-Piles Selected for New Power Plant Based on Pre-Award Testing Program and Cost Comparison -- Driven Pile Foundation in the Offshore Fields of Qatar: Installation Problems, Challenges, and Potential Solutions -- Driven Pile Capacity in Intermediate Geomaterial Formations -- Use of Dynamic Measurements to Drive High Capacity Concrete Piles in Washington's Potomac Formation -- Measured versus Predicted Shaft Resistance of H- and Closed Ended Pipe Piles in Sands -- Intelligent Pile-Driving with a Diesel Impact Hammer -- Driven Ductile Iron Pipe Piles Design, Installation and Performance ---Characterization of Precast UHPC Pile Driveability -- The Vibro-Jetting Driving Method -- Centrifuge Model Tests on Instability of Automotive Pile Drivers -- Seismic Hazards and Construction Vibrations -- Monitoring Pile Driving Vibrations : Problem Avoidance and Case Studies -- An Overview of Relevant Guidelines for Deep Foundation Generated Ground Vibrations -- Development of a Driven Pile Ground Vibration Case History Database -- High Capacity Micropiles in Wissahickon Schist Bedrock -- Influence of Confining Micro Piles on the Bearing Capacity of Sand -- Micropile Foundations for ESSROC Cement Plant Expansion -- Micropiles for Re-Support and Lifting of Two Buildings under Construction -- Use of Multiple Techniques to Support Construction of a New Hospital Addition -- Banjo Bill Rock Catchment Basins -- Seismic Analysis of Inclined Micropiles Using Numerical Method -- Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils ---Load Displacement Behavior of ACIP Piles in Cohesive Soils -- Load Tests on Small Diameter Augered Cast-In-Place Piles through Fill -- Practical Considerations for Design and Installation of Drilled Displacement Piles -- Advancements in Data Acquisition-Based Design for Drilled Displacement Piles -- Cylindrical Shear or Plate Bearing? : Uplift Behavior of Multi-Helix Screw Anchors in Clay -- Lateral Resistance of Helical Piles in Oil Sands -- Load Transfer Behavior of Full-Scale Instrumented Screw Anchors -- LRFD for Helical Anchors: An Overview -- Load Test Results : Large Diameter Helical Pipe Piles -- Performance-Based Design for Helical Piles -- Design and Construction of Intermediate Foundation Solutions for Wind Turbines -- Design of Monopile Foundations for Offshore Wind Energy Converters -- Offshore Wind Energy in Germany Compared to Other European Areas : Challenges and Recent Developments ---Analysis Collateral: Information Needed for Foundation Integrity Test Data Analysis -- Capabilities and Limitations of Cross Hole Ultrasonic Testing of Piles -- Combined Parallel Seismic and Cone Penetrometer Testing of Existing Foundations for Foundation Length and Evaluation -- A Case History Evaluation of CSL Access Tube Debonding -- The Use of Crosshole Tomography to Evaluate Drilled Shaft Repairs -- Shortcomings of the Davisson Offset Limit Applied to Axial Compressive Load Tests on Cast-In-Place Piles -- Experimental Investigation of the Effect of Shearing Rate on the Capacity of Piles in Soft Silt -- Impedance Logs for Drilled Shafts at the Northwestern NGES -- Advances In Dynamic Foundation Testing Technology -- Dynamic Pile Testing : Construction Control and Design Verification -- Dynamic Pile Testing of Three Drilled Shafts on the Bridge over the Changuinola River in Panama -- Evaluating Uplift Capacity of Driven Steel H-Piles, Comparing PDA and Load Test Results ---Driven Concrete Pile Foundation Monitoring with Embedded Data Collector System -- Improved Methods for Rapid Load Tests of Deep Foundations -- Dynamic Verification of Static Load Testing of Pin-Piles in Seattle
sponsored by the Geo-Institute of the American Society of Civil Engineers [and] International Association of Foundation Drilling [and] Pile Driving Contractors Association ; edited by Magued Iskander, Debra F. Laefer, Mohamad H. Hussein.
Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity
Includes bibliographical references and indexes.
International Foundation Congress and Equipment Expo.
Geotechnical special publication ; no. 185