| 陡倾角岩体地下洞室的位移和锚杆应力特性 |
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| 引用本文： | 郑斌. 陡倾角岩体地下洞室的位移和锚杆应力特性[J]. 山西建筑, 2009, 35(26): 79-80 |
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| 作者姓名： | 郑斌 |
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| 作者单位： | 中国水电顾问集团中南勘测设计研究院,湖南,长沙,410014 |
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| 摘 要： | 通过龙滩水电站地下厂房大量的原型监测数据,研究陡倾角层状岩体大型地下洞室的位移特性、锚杆应力特性以及它们的变化规律,并分析了对围岩位移和锚杆应力的影响因素。
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| 关 键 词： | 地下洞室 围岩位移 锚杆应力 |
The displacement of underground caves of rock masses with steep obliquity and anchor bar stress features |
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| ZHENG Bin. The displacement of underground caves of rock masses with steep obliquity and anchor bar stress features[J]. Shanxi Architecture, 2009, 35(26): 79-80 |
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| Authors: | ZHENG Bin |
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| Abstract: | According to the large quantity of Longtan hydropower station in-situ measured data,the characteristics of country rock displacement and anchor stress in steep dip layered rock mass is researched.The country rock are studied and the factors which influence the displacement of the country rock and bar stress are analyzed as well. |
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| Keywords: | underground caves displacement of the country rock anchor bar stress |
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