| 近水平岩层边坡工程地质模型及稳定性研究 |
| |
| 引用本文： | 郭兵兵,舒继森,舒应秋,吕金星.近水平岩层边坡工程地质模型及稳定性研究[J].中国矿业,2012,21(2):104-107. |
| |
| 作者姓名： | 郭兵兵 舒继森 舒应秋 吕金星 |
| |
| 作者单位： | 河南工程学院安全工程系;中国矿业大学矿业工程学院煤炭资源与安全开采国家重点实验室 |
| |
| 摘 要： | 边坡工程地质模型是研究边坡破坏模式和稳定性计算的基础。说明了边坡工程地质模型的内容、露天矿层状边坡的基本工程地质模型、近水平岩层边坡的破坏模式。在工程地质工作的基础上,划分工程地质岩组,研究岩体结构和地下水影响,建立了某露天矿东南帮边坡的工程地质模型,分析了可能的破坏模式是圆弧滑动和圆弧-顺层滑动,对不同破坏模式下的安全系数进行计算,评价了16#煤开采前后边坡的稳定性。
|
| 关 键 词： | 露天矿 近水平岩层 边坡工程地质模型 边坡稳定 |
Study on slope engineering geological model and slope stability of flat rock strata |
| |
| GUO Bing-bing,SHU Ji-sen,SHU Ying-qiu,LV Jin-xing.Study on slope engineering geological model and slope stability of flat rock strata[J].China Mining Magazine,2012,21(2):104-107. |
| |
| Authors: | GUO Bing-bing SHU Ji-sen SHU Ying-qiu LV Jin-xing |
| |
| Affiliation: | 1.Department of Safety Engineering,Henan Institue of Engineering,Zhengzhou 451191,China;2.State Key Laboratory of Coal Resources and Mine safety,School of Mines,China University of Mining and Technology,Xuzhou 221008,China) |
| |
| Abstract: | Engineering geological model is base of studying on slope failure pattern and slope stability analysis.This paper illustrated the content of engineering geological model,the basic engineering geological model of bedded rock mass slope,the slope failure of flat rock strata based on achievements of past generations.Based on engineering geological works,the engineering geological model of southeast slope of some surface mine were built after dividing the engineering geological petrofabric and studying on the rock mass structure type and effect of groundwater,the possible failure pattern were analyzed and safety factor were calculated,which were circular sliding and circular-bedding sliding,the slope stability at present and after full extraction of 16# coal seam were evaluated. |
| |
| Keywords: | surface mine flat rock strata slope engineering geological model slope stability |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《中国矿业》浏览原始摘要信息 |
|
点击此处可从《中国矿业》下载全文 |
|
