| 基于节理岩体的岩质高边坡稳定性分析与评价 |
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| 引用本文： | 何国峰,王,禹,胡龙虎.基于节理岩体的岩质高边坡稳定性分析与评价[J].山西建筑,2014(19):55-56. |
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| 作者姓名： | 何国峰 王 禹 胡龙虎 |
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| 作者单位： | [1]石家庄经济学院研究生学院,河北石家庄050031 [2]中国石油天然气华东勘察设计研究院,山东青岛266300 |
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| 基金项目： | 石家庄经济学院学生科技基金科研重点项目（项目编号：KAG201407） |
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| 摘 要： | 结合具体工程实例,对高边坡进行了稳定性分析与评价,并对岩质高边坡进行了结构面及节理分析和计算,确定了其稳定安全系数,并做出相应评价,为高边坡的治理设计提供了依据。
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| 关 键 词： | 高边坡 稳定性 稳定安全系数 评价 |
On stability analysis and evaluation of high rock slope based on jointed rock |
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| HE Guo-feng,WANG Yu,HU Long-hu.On stability analysis and evaluation of high rock slope based on jointed rock[J].Shanxi Architecture,2014(19):55-56. |
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| Authors: | HE Guo-feng WANG Yu HU Long-hu |
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| Affiliation: | 1. Graduate School, Shijiazhuang University of Economics, Shijiazhuang 050031, China; 2. China Petroleum Gas East China Surrey ＆ Design Institute, Qingdao 266300, China) |
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| Abstract: | Combining with the engineering examples, the paper undertakes the stability analysis and evaluation of the high slope, has the analy-sis and calculation of the structural surface and jointed rock of the high rock slope, identifies its stability and safety coefficient, and undertakes the respective evaluation, so as to provide some reference for the treatment design for the high slope. |
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| Keywords: | high slope stability stability and safety coefficient evaluation |
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