A general theoretical solution for the consolidation of a composite foundation-Reference-Cited by-同舟云学术

A general theoretical solution for the consolidation of a composite foundation

Published:2009-01 Issue:1-2 Volume:36 Page:24-30
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xie Kang-He,Lu Meng-Meng,Hu An-Feng,Chen Guo-Hong

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. Design and control of construction in the vertical drain method;Yoshikuni,1979

2. Analysis of rigid rafts supported by granular piles;Balaam;Int J Numer Anal Meth Geomech,1981

3. Xie KH. Sand drained ground: analytical & numerical solutions of consolidation and optimum design. Ph.D. Dissertation. China: Zhejiang University; 1987.

4. Present state and development of the study on the consolidation theory of the composite foundation;Xie;Foundat Treat, Zhejiang, China,1993

5. Tang XW. A study for consolidation of ground with vertical drain system. Ph.D. Dissertation. Japan: Saga University; 1998.

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