高庄场滑坡稳定性及主要影响因素敏感性分析

详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文

英文篇名：Analysis of the Stability and Factors Affecting the Gaozhuangchang Landslide 中文刊名：土工基础 英文刊名：Soil Engineering and Foundation 作者：陈继华 ; 周海辉 ; 王秋军 ; 张海亮 英文作者：CHEN Ji hua1 ; ZHOU Hai hui1 ; WANG Qiu jun1 ; ZHANG Hai liang2 (1.College of Investigation Technology ; Shijiazhuang University of Economics ; Shijiazhuang 050031 ; 2.Hebei Hydrological and Engineering Geology Investigation Institute ; Shijiazhuang 050021 ; China) 中文关键词：滑坡 ; 稳定性评价 ; 不平衡推力法 ; 影响因素 ; 敏感性 英文关键词：landslides ; stability assessments ; force in-equilibrium ; anti-slide piles 出版日期：2011-12-15 机构：石家庄经济学院勘查技术系;河北水文工程地质勘察院; 年：2011 期：06 出版单位：土工基础

摘要

四川省平武县高庄场镇后坡滑坡在汶川大地震后,发生了较为明显的变形,严重威胁到当地居民的生命财产安全和交通安全。研究了此滑坡的性质及特征,采用不平衡推力传递法对其稳定性进行了分析与评价,并对其影响因素进行了敏感性分析。
The Gaozhuangchang town is located in Pingwu County,Sichuan Province.Although the landslide near the town was caused by the Wenchuan Earthquake,noticeable deformations were observed recently.The deformations at the landslide site pose the serious property and traffic safety concerns of the local residents.In this paper,the characteristics and classification of this landslide were studied.The slope stability analyses and assessment were performed using force in-equilibrium method.Base on the analytical results,factors that affecting the landslide were evaluated.

引文

[1]郑颖人,陈祖煜,王恭先等.边坡与滑坡工程治理[M].北京:人民交通出版社,2007
    [2]时卫民,郑颖人,唐伯明.稳定性评价方法的探讨[J].岩土力学,2003,24(4)
    [3]胡莹.青海哈那里滑坡稳定性研究[J].工程地质学报,2006,14(3)