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