Current Practices and Future Trends in Deep Foundations.
- Virginia : American Society of Civil Engineers : 2004
- 475pgs., illust., 22cm.
- Geotechnical Special Publication No. 125 .
Includes bibliographical reference and index.
1 : Axial Load Capacity of Piles in California in Cohesionless Soils. 2 : Incorporating Set-Up and Support Coast Distributions into Driven Pile Design. 3 : Prediction of Pile Set-Up in Non-Cohesive Soils. 4 : Effects of Pile Setup on Pile Design and Construction: A Case Study. 5 : On the Prediction of Long Term Pile Capacity from End-of-Driving Information. 6 : The Use of Dynamic Pile Testing to Interpret Soil Set-Up. 7 : Developments in Deep Foundation Highway Practice-The LAst Wuarter Century. 8 : Current Practice and Future Trends of Cast-in-Place Deep Foundation in Thailand. 9 : Micropiles : Recent Advances and Future Trends. 10 : Structural Resistance Factors for Drilled Shafts Considering Construction Flaws. 11 : A Brief History of the Application of Stress-Wave Theory to Piles. 12 : A Quality and Safety Issue For Cast-in-Place Piles: 25 Years of Experince with Low-Strain Integrity Testing in Germany-From Scientific Peculiarity to Day-to-Day Practice. 13 : Monitoring Quality Assurance for Deep Foundations. 14 : Pile Testing-Selection and Economy of Safety Factors. 15 : Unified Design of Piled Foundations with Emphasis on Settlement Analysis. 16 : The Role of Ram Momentum in Pile Driving. 17 : Long Open Ended Pipe Piles in Soft Cohesive Soils: Combination of Static and Dynamic Testing. 18 : Dynamic Measurement and Analysis of Pile Driving Through Thick Soft Clay. 19 : The SRICOS-EFA Method. 20 : Seismic Imaging as a Means to Evaluate Foundation Structures. 21 : Design and Installation of Large Diameter Pipe Pile for LAXT Wharf. 22 : Practical Uses of Dynamic Load Testing with Increasing Energy. 23 : Dynamic Determination of Pile Capacity. 24 : Soil Resistance Predictions from Pile Dynamics. 25 : SPT Dynamic Analysis and Measurements. 26 : Pile Design and Installation Specification Based on Load-Factor Concept.