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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Abstract

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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

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

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References(4)

References

宰金珉,宰金璋.高层建筑基础分析与设计--土与结构物共同作用理论与应用.北京:中国建筑工业出版社,1993;

[2] 彭安宁.筏板基础力学性状的试验研究.建筑结构学报,1999,(12);

[3] 张武.高层建筑桩筏基础模型试验研究:[博士学位论文].北京:中国建筑科学研究院,2002;

[4] 钱家欢,殷宗泽.土工原理与计算.北京:中国水利水电出版社,1995

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