岩体参数敏感性分析对边坡稳定性评价影响研究 ——以大岗山坝肩边坡为例
收稿日期: 2014-08-12
网络出版日期: 2018-06-09
基金资助
国家重点基础研究发展计划(973计划)(No.2012CB426502);宜昌市2013年度科技研究与开发项目(No.A13-302b-01);湖北三峡职业技术学院2012科研立项(No.2012KY02)。
Sensitivity analysis of the effect of rock mass parameters on slope stability evaluation: A case study of abutment slope of Dagangshan
Received date: 2014-08-12
Online published: 2018-06-09
Supported by
This work was supported by the National Key Basic Research and Development Program (973 Program) (2012CB426502), the Science and Technology Research and Development Project of Yichang in 2013 (A13-302b-01) and the Three Gorges Polytechnic Research Project of Hubei in 2012 (2012KY02).
宛良朋,许 阳,李建林,王少华,周美玲, . 岩体参数敏感性分析对边坡稳定性评价影响研究 ——以大岗山坝肩边坡为例[J]. 岩土力学, 2016 , 37(6) : 1737 -1744 . DOI: 10.16285/j.rsm.2016.06.026
Key words: fuzzy evaluation; safety factor; displacement; sensitivity; parameters of rock mass
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