泥灰岩质高陡人工边坡加固技术及其应用——以湖北省巴东县聂家沟大桥居民点高切坡为例  

Research of the reinforcement technologies of the high manpowered marlstone slope and it's application

作　　者：郭志明[1] 武卫星 陈家红 

机构地区：[1]武汉工程大学环境与城市建设学院,湖北武汉430074 [2]长江水利委员会长江勘测规划设计研究院交通处,湖北武汉430010 [3]深圳市勘察研究院有限公司,广东深圳518000

出　　处：《武汉工程大学学报》2009年第5期37-40,共4页Journal of Wuhan Institute of Technology

基　　金：国务院三建委高边坡治理第四期应急项目(EBD02)

摘　　要：在明确治理范围的基础上,通过边坡稳定性计算分析,以及边坡破坏机制的研究,明确工程治理必要性,进一步探讨具体治理方案,是三峡库区地质灾害治理工作的一般思路.在对高切坡的物理力学性质一般分析的基础上,确定稳定性分析有关模量,进行定量分析计算,并进一步确定高切坡的加固防护措施.Locating the engineering scope, making the stability of a slope, in order to furthermore out the geological disaster of a slope and computing study the mechanisms to counter a slope geological disaster is a general practice widely applied in Three Gorges region. On the basis of the analysis of the natural engineer characteristics in physical mechanics, the stability of the sections is computed, furthermore the mechanisms to deal with the marlstone slope geological disaster are established, to make out what administer projects for the slope should be taken.

关 键 词：高切坡 泥质灰岩 稳定性分析与评价 安全系数 

分 类 号：P642[天文地球—工程地质学]