[1]蔡国军,裴钻.反倾互层岩质边坡开挖物理模拟试验研究[J].水土保持研究,2007,14(05):126-130.
CAI Guo-jun,PEI Zuan.Physical Modeling Research on Consequent Antidip Rock Slope Induced by Slope Excavation[J].Research of Soil and Water Conservation,2007,14(05):126-130.
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CAI Guo-jun,PEI Zuan.Physical Modeling Research on Consequent Antidip Rock Slope Induced by Slope Excavation[J].Research of Soil and Water Conservation,2007,14(05):126-130.
反倾互层岩质边坡开挖物理模拟试验研究
《水土保持研究》[ISSN:1005-3409/CN:61-1272/P]
卷:
14
期数:
2007年05期
页码:
126-130
栏目:
出版日期:
1900-01-01
- Title:
- Physical Modeling Research on Consequent Antidip Rock Slope Induced by Slope Excavation
- Keywords:
- antidip rock slopes; the experiment of basal contract friction; slope excavation; relaxation region
- 分类号:
- TU431
- 摘要:
- 反倾互层边坡在岩层倾向与边坡坡向组合上存在特殊性，边坡开挖对反倾向边坡稳定性有一定影响。结合西南某大型水电站边坡开挖实际，通过选取其主剖面，利用物理模拟研究方法中的底摩擦试验，对这个问题进行了探讨，对给出直观确定合理开挖坡比，以及确定开挖松弛区范围的方法都具有重要意义。
- Abstract:
- Antidip rock slopes have their particularity in terrain tendency. There are some effects on the stability consequent antidip rock slope by cutting. Based on one high steep dipslope in one hydropower station,by choosing the main section of the slope and using the experiment of basal contract friction in physical simulation methods,this problem is synthetically analyzed.The result will be devoted to confirm the angle of slope excavation and determine relaxation region.
参考文献/References:
[1] 徐进.斜坡变形破坏几种基本地质力学模式的物理模拟研究[D].成都:成都理工大学, 1987.
[2] 张卓元, 王士天, 王兰生.工程地质分析原理[M].北京:地质出版社, 1981.
[3] 黄润秋, 许强.工程地质广义系统科学分析原理及应用[M].北京:地质出版社, 1997.
[4] 成都理工大学环境与土木工程学院.国道108 线广元段缓倾角层状边坡变形破坏机制及防治措施研究[M]. 2001.
备注/Memo
收稿日期:2006-4-6。
基金项目:地质灾害防治与地质环境保护国家专业实验室开放基金资助项目（GZ2005-07）
作者简介:蔡国军（1982- ），男，助理实验师，硕士研究生，主要从事岩土力学实验研究。
更新日期/Last Update:
1900-01-01