高陡顺向岩质人工边坡稳定性评价——以兴山县峡口码头高切坡为例  

Stability Evaluation on High and Steep Clockwise Rock Artificial Slope: Taking Xiakou Pier High Cutting Slope of Xingshan County for Example

作　　者：郭志明[1] 王明华[1] 

机构地区：[1]武汉工程大学环境与城市建设学院,武汉430073

出　　处：《价值工程》2012年第3期85-85,共1页Value Engineering

摘　　要：大型水利工程建设过程中形成了相当数量的岩质顺向人工边坡。以兴山县峡口码头高切坡为例,在工程勘查基础上,分析确定高切坡岩土力学参数,建立稳定性评价模型,对于同类高切坡治理研究有一定的理论与实践意义。It has formed quantitative clockwise rock artificial slope in the process of construction of large-scale hydraulic engineering.Taking Xiakou pier high cutting slope of Xingshan County for example,rock mechanics parameters of high cutting slope is analyzed and confirmed based on engineering investigation,stability evaluation model is established,which has certain theoretical and practical significance for research of the treatment of similar high cutting slopes.

关 键 词：人工边坡 岩质 顺向坡 稳定性评价 地质调查 

分 类 号：TU71[建筑科学—建筑技术科学]