<<
[an error occurred while processing this directive] | [an error occurred while processing this directive] >>
A Study of the Deformation Mechanisms and Constitutive Relations of a Tunnel's Surrounding Rock
1 Economic and Planning Research Institute of the Ministry of Railways
2 Department of Civil Engineering of Tsinghua University
3 Technical Research Center of Tunnel and Underground Engineering, China Railway Engineering Consulting Group Co., Ltd
Abstract Because of differing structural planes in the rock masses surrounding tunnels, rock masses often consist of different types of structures, such as massive structures, stratified structures, classic structures, and loose structures. Differences between the structures makes the deformation mechanisms of a rock mass complicated and diverse. Elastic deformation and plastic deformation are the main deformation mechanisms of massive rock masses, flexural deformation is the main deformation mechanism of stratified rock masses, rolling and sliding deformation is the main deformation mechanism of classic rock masses, and squeezing deformation and relaxing deformation are the main deformation mechanisms of loose rock masses.
Abstract:
Because of differing structural planes in the rock masses surrounding tunnels, rock masses often consist of different types of structures, such as massive structures, stratified structures, classic structures, and loose structures. Differences between the structures makes the deformation mechanisms of a rock mass complicated and diverse. Elastic deformation and plastic deformation are the main deformation mechanisms of massive rock masses, flexural deformation is the main deformation mechanism of stratified rock masses, rolling and sliding deformation is the main deformation mechanism of classic rock masses, and squeezing deformation and relaxing deformation are the main deformation mechanisms of loose rock masses.
Keywords:
published: 2012-02-04
Cite this article:
LIU Jian-You-1,
2 ,
3 etc
.A Study of the Deformation Mechanisms and Constitutive Relations of a Tunnel's Surrounding Rock[J] MODERN TUNNELLING TECHNOLOGY, 2012,V49(6): 54-61