Investigation of characteristics of failure nearby deep tunnel considering unloading time
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Investigation of characteristics of failure nearby deep tunnel considering unloading time
Vol. 32, Issue 5, (2011)
作者机构:
1. 解放军理工大学 工程兵工程学院,南京,210007
2. 解放军92303部队,山东 胶南,266405
作者简介:
基金信息:
DOI:
CLC:TU32
Online First:23 September 2011,
Published:2011
稿件说明:
移动端阅览
QIAN Yue-hong, LI Jie, CHEN Wen-tao, et al. Investigation of characteristics of failure nearby deep tunnel considering unloading time[J]. 2011, 32(5).
DOI:
QIAN Yue-hong, LI Jie, CHEN Wen-tao, et al. Investigation of characteristics of failure nearby deep tunnel considering unloading time[J]. 2011, 32(5).DOI:
Investigation of characteristics of failure nearby deep tunnel considering unloading time
Unloading is the same with that of redistribution of surrounding rock’s stress when excavating; and the unloading velocity affects stress field
so the problem of unloading is a dynamic one essentially. Assumed the unloading ruled by a simple function characteristic of the time parameter and based on the elastic mechanics and the Hamilton principle
the regulation of the stress field nearby the tunnel is obtained. The stress fields around the carvity in different depths are generalized. Especially when the in-site stress is larger than the rock strength,the characteristics of the failure nearby the tunnel are analyzed considering the shear failure and tensile failure. The results show that the main mode of the shear failure
intact and tensile failure occurs from the tunnel. In other words
the characteristics of the shear failure
intact and tensile failure is one of the likely failure modes. The situation is concerned with the unloading time