FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH

Zhang Huile; Liu Jianguo; Zhang Huidong; Guo Dongmei; Zhao Yanfei

doi:10.13204/j.gyjz201009017

Volume 40 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(9): 66-69,104

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

Citation:

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

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FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH

doi: 10.13204/j.gyjz201009017

1.
1. MCC Central Research Institute of Building and Construction,Beijing 100088,China;
2.
2. China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2010-04-28
Publish Date: 2010-09-20

Abstract

Abstract

The in-situ loading test was performed and the experimental data were used to verify the computational results from the finite element methods,which showed that the finite element program was reliable.By virtue of numerical analysis,the failure process can be reproduced.It is found that the plastic strains firstly appear on the junctions of cement mixing piles by horizontal jet grouting.With increasing of the load,the plastic zone expands and joints together at last.
- numerical analysis,
- horizontal jet grouting arch,
- in-situ loading tests,
- plastic deformation zone

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References(12)

References

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