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四川九龙县溪谷输变电工程场地稳定性的岩体力学分析
引用本文:曹广鹏,李渝生,鲍杰. 四川九龙县溪谷输变电工程场地稳定性的岩体力学分析[J]. 地质灾害与环境保护, 2011, 22(4): 46-49
作者姓名:曹广鹏  李渝生  鲍杰
作者单位:成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059
摘    要:溪谷输变电站工程场地具有较复杂的双层地质结构.岩土体拉分变形明显.场地后缘及底部岩土体的主应力和剪应力集中明显,堆积体内部岩体处于拉分松弛状态.岩土体的潜在变形模式以蠕滑-拉裂为主.在水库蓄水与地震共同作用的极限工况下.场地处于潜在不稳定状态.

关 键 词:应力集中  拉分松弛  蠕滑-拉裂  极限工况

A ROCK-MECHANICAL STUDY ON THE STABILITY OF THE XIGU POWER TRANSMISSION STATION SITE IN JIULONG COUNTY, SICHUAN PROVINCE
Cao Guang-peng , Li Yu-sheng , Bao Jie. A ROCK-MECHANICAL STUDY ON THE STABILITY OF THE XIGU POWER TRANSMISSION STATION SITE IN JIULONG COUNTY, SICHUAN PROVINCE[J]. Journal of Geological Hazards and Environment Preservation, 2011, 22(4): 46-49
Authors:Cao Guang-peng    Li Yu-sheng    Bao Jie
Affiliation:(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China)
Abstract:The station site has a complex double geological structure with evident pull-apart deformation.Its deformation model is a creep-fracture one,with an obvious concentration of principal and shear stress at the posterior edge of the site and the bottom of the rock-soil mass as well as the deposit body pull-apart and loose within it.The site will be unstable in the extreme conditions of reservoir storage and seism.
Keywords:stress concentration  pull-apart and looseness  creep-fracture  extreme conditions
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