| 四川九龙县溪谷输变电工程场地稳定性的岩体力学分析 |
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| 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. |
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| 作者姓名： | 曹广鹏 李渝生 鲍杰 |
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| 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 |
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| 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.
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| 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 |
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| Cao Guang-peng
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Li Yu-sheng
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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. |
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| Authors: | Cao Guang-peng Li Yu-sheng Bao Jie |
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| Institution: | (State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China) |
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| 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. |
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| Keywords: | stress concentration pull-apart and looseness creep-fracture extreme conditions |
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