LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION

Li Xongwei; He Liming; Jiang Gang; Wang Xudong; Zai Jinmin

doi:10.13204/j.gyjz200505005

Volume 35 Issue 5

Dec. 2014

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Li Xongwei, He Liming, Jiang Gang, Wang Xudong, Zai Jinmin. LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 20-23. doi: 10.13204/j.gyjz200505005

Citation:

Li Xongwei, He Liming, Jiang Gang, Wang Xudong, Zai Jinmin. LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 20-23. doi: 10.13204/j.gyjz200505005

Li Xongwei, He Liming, Jiang Gang, Wang Xudong, Zai Jinmin. LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 20-23. doi: 10.13204/j.gyjz200505005

Citation:

Li Xongwei, He Liming, Jiang Gang, Wang Xudong, Zai Jinmin. LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 20-23. doi: 10.13204/j.gyjz200505005

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LABORATORY MODEL LOADING TEST OF RAFT FOUNDATION

doi: 10.13204/j.gyjz200505005

1.
College of Civil Engineering,Nanjing University of Technology Nanjing 210009

Received Date: 2004-06-12
Publish Date: 2005-05-20

Abstract

Abstract

With the increase of the amount of high-rise buildings,it is shown that introducing the soil nonlinear behavior into the foundation design is very important.In this paper,the nonlinear behavior of soil in loading state is described and analyzed.By which, a certain understanding of the failure process of a raft foundation is obtained.
- half model test,
- raft foundation,
- stress field,
- displacement field