| 某水电站地下厂房围岩稳定性分析 |
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| 引用本文： | 隋 斌,朱维申,张 欣,王 刚.某水电站地下厂房围岩稳定性分析[J].岩土力学,2006,27(Z1):416-420. |
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| 作者姓名： | 隋 斌 朱维申 张 欣 王 刚 |
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| 作者单位： | 山东大学 岩土与结构工程研究中心，济南 250061 |
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| 基金项目： | 国家自然科学基金（No. 59939109, 50229901）重点资助项目。 |
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| 摘 要： | 对某水电站地下厂房采用有限元方法反演厂区初始地应力场。分别对地下厂房洞室群3个平行洞室的不同间距、洞室开挖的不同顺序以及施加锚杆和锚索后的方案与毛洞方案进行了分析比较。计算结果表明，经过适当优化后该洞室群在洞室布局、开挖顺序和支护参数等方面是安全可行的，各主要洞室群的稳定性总体较好。
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| 关 键 词： | 地应力反演 洞室间距 开挖顺序 支护效应 围岩稳定 |
| 收稿时间： | 2006-04-10 |
Stability analysis of surrounding rock of underground
openings of a hydropower station |
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| SUI Bin,ZHU Wei-shen,ZHANG Xin,WANG Gang.Stability analysis of surrounding rock of underground
openings of a hydropower station[J].Rock and Soil Mechanics,2006,27(Z1):416-420. |
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| Authors: | SUI Bin ZHU Wei-shen ZHANG Xin WANG Gang |
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| Institution: | Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China |
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| Abstract: | Finite element method(FEM)is adopted to back analyze initial geostress field around the underground power house of a hydropower station. Comparisons of different opening's spacings, different excavation sequences and reinforcement effect are made.The calculation result shows that after optimization, the openings’ layout, construction sequence and support parameters are safe and rational; the main openings are stable well. |
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| Keywords: | back analysis of initial geostress opening’s spacing excavation sequence reinforcement effect stability of surrounding rock |
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