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基于敏感性系数方法的黑方台滑坡地质灾害影响因素研究
引用本文:刘金鹏,姚正学.基于敏感性系数方法的黑方台滑坡地质灾害影响因素研究[J].甘肃科学学报,2012,24(4):12-15.
作者姓名:刘金鹏  姚正学
作者单位:甘肃省科学院地质自然灾害防治研究所,甘肃兰州,730000
基金项目:甘肃省永靖县刘盐八库区地质灾害综合治理项目
摘    要:以甘肃永靖县黑方台滑坡群为例,通过分析影响滑坡地质灾害的滑坡高度、滑坡坡度、黄土厚度、滑坡厚度等地质环境因子的敏感性分析,确定了研究区最不利的滑坡工作状况为:坡高H>125m、坡度30°30m.并就进一步的研究提出了建议.

关 键 词:敏感性分析  滑坡  地质环境  黑方台

Study on Relations Between Landslides and Geo-environmental Factors in Heifangtai Region by Sensitivity Coefficient Analysis
LIU Jin-peng , YAO Zheng-xue.Study on Relations Between Landslides and Geo-environmental Factors in Heifangtai Region by Sensitivity Coefficient Analysis[J].Journal of Gansu Sciences,2012,24(4):12-15.
Authors:LIU Jin-peng  YAO Zheng-xue
Institution:(Geological Hazards Prevention Institute,Gansu Academy of Sciences,Lanzhou 730000,China)
Abstract:Based on a case of Heifangtai landslide region in Yongjing,Gansu,the relations between landslides and related geo-environmental factors were analyzed.Our conclusion is that the most unfavorable working conditions of landslide are:the height of landslide is H125 m,the slope of landslide is 30°i≤35°,the thickness of loess is 35h≤40 m,the thickness of the sliding body is d30 m.Proposals are also given here.
Keywords:sensitivity coefficient analysis  landslides  geo-environment  heifangtai area
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