Deep foundation design is an area of civil engineering which is undergoing rapid development based on improvements in numerical analysis and the execution of well- defined field tests and carefully composed laboratory testing programs. Here, eighteen peer-reviewed papers present recent studies on the behavior of and advances in the design of deep foundations, including driven piles and drilled piers, in soil and soft rock, onshore and offshore.
One hundred and eight papers, in two volumes, present the views of practitioners and researchers from 22 countries on deep foundation engineering. Presented at the February 2002 Deep Foundations Congress,...
Piling and Deep Foundations: Proceedings of the International Conference on Piling and Deep Foundations, London, 15-18 May 1989
The base resistance may reach a limiting value for two reasons. Firstly the angle of shearing resistance may decrease with increasing stress level, i.e. with increasing depth of pile penetration. For example, following Bolton (1986), ...
Performance of Deep Foundations: A Symposium Presented at the Seventy-First Annual Meeting, American Society for Testing and Materials, San Francisco,...
Behavior of Deep Foundations
Introduction and research approach -- Findings -- Interpretation, appraisal, and applications -- Conclusions and suggested research -- Bibliography -- Appendixes.
This book provides a comprehensive guide to the design of foundations for tall buildings.
GSP 125 contains 26 papers on state-of-the-art developments in deep foundation collected in honor of George G. Goble, Ph.D., P.E.
This guide will be useful to practising engineers and experts in design offices, contracting companies and administrations, as well as students and researchers in civil engineering.
15.5.3 Adjusting for Close Spacing Under Lateral Loading by Modified p-y Curves Bogard and Matlock (1983) present a method in which the p-y curves for a single pile are modified to take into account the group effect.