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重庆羊角滑坡稳定性计算参数的选择分析
引用本文:包雄斌,石纲,练操.重庆羊角滑坡稳定性计算参数的选择分析[J].人民长江,2011,42(22):29-31.
作者姓名:包雄斌  石纲  练操
作者单位:水利部长江勘测技术研究所,湖北武汉,430011
摘    要:对于曾经发生过滑动、目前处于稳定状态的滑坡,在评价其稳定性时,计算参数的选取应根据滑坡的不同部位分别对待,这样的取值才更接近实际和趋于合理。以羊角滑坡为例,在参数取值研究中,为便于比较分别平行进行现场原位和室内剪切试验。结果表明,该滑坡体前缘为滑坡物质堆积区,没有完整滑动面,其抗剪强度参数高于中后部。

关 键 词:羊角滑坡  稳定性计算  参数选择  现场试验  

Analysis and selection of parameters for stability calculation of Yangjiao landslide
BAO Xiongbin,SHI Gang,LIAN Cao.Analysis and selection of parameters for stability calculation of Yangjiao landslide[J].Yangtze River,2011,42(22):29-31.
Authors:BAO Xiongbin  SHI Gang  LIAN Cao
Institution:BAO Xiongbin,SHI Gang,LIAN Cao(Changjiang Reconnaissance Technology Research Institute,Ministry of Water Resources,Wuhan 430011,China)
Abstract:For stability evaluation of landslide,the selection of anti-shear strength parameter of sliding surface of landslide is very important,especially for those once slid in the past but now in stable state.In the parameter selection for stability calculation,different positions of landslide should be considered to have different parameters and then make corresponding treatment scheme for landslide.The Yangjiao landslide was taken as an example,the in-site test and laboratory test were conducted at the same time...
Keywords:Yangjiao landslide  stability calculation  parameter selection  in-situ analysis  
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