Construction Effect on Load Transfer along Bored Piles
Author:
Affiliation:
1. Associate Professor, School of Civil & Environmental Engineering, Nanyang Technological Univ., Block N1, Nanyang Ave., Singapore 639798.
2. Geotechnical Engineer, Land Transport Authority, 1 Hampshire Rd., Singapore 219428.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A4%28426%29
Reference30 articles.
1. Load Deformation Analysis of Bored Piles in Residual Weathered Formation
2. Beech J. F. and Kulhawy F. H. (1987). “Experimental study of the undrained uplift behavior of drilled shaft foundation.” Rep. No. EL-5323 Electric Power Research Institute Palo Alto Calif.
3. Design of bored piles in residual soils based on field-performance data
4. Design of bored piles considering load transfer.;Chang M. F.;Geotech. Eng.,1989
5. Chuang J. W. and Reese L. C. (1969). “Studies of shearing resistance between cement mortar and soil.” Research Rep. Prepared for Center for Highway Research Univ. of Texas Austin Tex.
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