CALCULATING FROZEN WALL STRESS AND DISPLACEMENT FIELDS BY MOHR-COULOMB STRENGTH CRITERION

Wang Renhe; Li Dongwei; Wang Xiuxi

doi:10.13204/j.gyjz200510013

Volume 35 Issue 10

Dec. 2014

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Wang Renhe, Li Dongwei, Wang Xiuxi. CALCULATING FROZEN WALL STRESS AND DISPLACEMENT FIELDS BY MOHR-COULOMB STRENGTH CRITERION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 40-42. doi: 10.13204/j.gyjz200510013

Citation:

Wang Renhe, Li Dongwei, Wang Xiuxi. CALCULATING FROZEN WALL STRESS AND DISPLACEMENT FIELDS BY MOHR-COULOMB STRENGTH CRITERION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 40-42. doi: 10.13204/j.gyjz200510013

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CALCULATING FROZEN WALL STRESS AND DISPLACEMENT FIELDS BY MOHR-COULOMB STRENGTH CRITERION

doi: 10.13204/j.gyjz200510013

1.
1. Department of Civil Engineering,Anhui University of Science and Engineering Huainan 232001;
2.
2. Department of Modern Mechanics,University of Science and Technology of China Hefei 230026

Received Date: 2005-04-21
Publish Date: 2005-10-20

Abstract

Abstract

Regarding frozen wall as spatial axis symmetric thick walled cylinder,and conducting on elasto-plastic analysis on the frozen wall by Mohr-Coulomb strength criterion,the distribution rules of radial displacement field and stress field of frozen wall are got.The result is of importance in giving full play to frozen wall bearing capacity and can be taken as reference for designing the frozen wall of a deep shaft.
- frozen wall,
- elasto-plastic analysis,
- Mohr-Coulomb criterion,
- stress field,
- displacement field

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References(4)

References

[2] 李铀,白世伟.理想弹塑性厚壁圆筒弹塑性应力场再研究.岩石力学与工程学报,2002,21(6);

翁家杰.井巷特殊施工.北京:煤炭工业出版社,1991;

[3] 李铀.岩土工程中的二个理论问题的探讨.岩石力学与工程学报,1999,18(2);

[4] 杨桂通.弹塑性力学引论.北京:清华大学出版社,2003

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