Integral equation method for analysis of piled rafts with dissimilar piles under vertical loading-Reference-Cited by-同舟云学术

Integral equation method for analysis of piled rafts with dissimilar piles under vertical loading

Published:2009-04 Issue:3 Volume:36 Page:419-426
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liang Fayun,Chen Longzhu,Han Jie

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference26 articles.

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2. Design strategies for piled rafts subjected to nonuniform vertical loading;Reul;J Geotech Geoenviron Eng, ASCE,2004

3. Chow HSW, Small JC. Behaviour of piled rafts with piles of different lengths and diameters under vertical loading. ASCE geotechnical special publications (GSP) no. 132: ASCE Geo-Frontiers, Austin (TX); January 24–26, 2005. p. 841–55.

4. Pile raft foundations: design and applications;Poulos;Geotechnique,2001

5. Ahner C, Sukhov D. Combined piled raft foundation (CBRF) – safety concept. In: Leipzig annual civil engineering report – LACER No.1. Leipzig: University of Leipzig; 1996. p. 333–45.

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