库区公路岸坡稳定性风险评价基本理论体系  

Study on the Basic Theory System about the Risk Assessment of Highway Bank Slope Stability in Reservoir Area

作　　者：冯文凯[1] 石豫川[1] 王学武[2] 柴贺军[3] 唐胜传[3] 

机构地区：[1]成都理工大学环境与土木工程学院,四川成都610059 [2]四川省交通厅公路水运质量监督站,四川成都610041 [3]重庆交通科研设计院,重庆400067

出　　处：《山地学报》2005年第6期702-708,共7页Mountain Research

基　　金：国家自然科学基金(编号40102026)资助。~~

摘　　要：针对目前地质灾害风险分析理论存在的不足,提出了适用于大型线性工程风险分析的线评价的概念。同时,结合对库区公路岸坡这类大型线性工程的稳定性风险研究,提出了库区公路岸坡稳定性风险分析的基本定义,并建立了相应的风险评价理论体系及相关的评价指标体系,从而也补充和完善了目前风险分析理论存在的部分缺陷。Aimed at the deficiency of the geological hazard risk analysis theory at present, this paper brings forward the conception of line assessment applicable for the risk analysis of large-scale linear engineering. At the same time, combined with the stability risk re,arch of this type engineering, such as the highway bank slope in reservoir area, this paper still puts forward the basic definition of the risk analysis of highway bank slope stability, and creates the corresponding theory system and correlated evaluating index system of risk assessment. Thereby this is the important reinforcement to the deficiency of risk analysis system for the moment.

关 键 词：线性工程 线评价 公路岸坡 风险评价 理论体系 指标体系 

分 类 号：P642[天文地球—工程地质学]