模糊稳定性评价法在岩质高边坡稳定性评价中的应用研究  

Research on the Application of Fuzzy Stability Evaluation Method in Stability Evaluation of High Rock Slope

作　　者：邱建国 QIU Jianguo(The Western Geological Party of Fujian,Sanming 365001)

机构地区：[1]福建省闽西地质大队,福建三明365001

出　　处：《福建建筑》2024年第6期61-65,91,共6页Fujian Architecture & Construction

摘　　要：以湛江某景区危险边坡为例,在边坡工程地质、水文地质以及岩体结构特征分析的基础上,采用模糊评价法,较系统地评价了该景区边坡的稳定性。这种不确定性分析评价岩质高边坡稳定性的方法,在一定程度上丰富了岩质高边坡稳定性研究的方法,对岩质高边坡稳定性评价方法的拓展具有一定的探索价值。论文采用模糊稳定性评价法对岩质高边坡稳定性评价的研究,可为国内同类工程提供参考与借鉴。This article takes a dangerous slope in a scenic area in Zhanjiang as an example,and based on the analysis of slope engineering geology,hydrogeology,and rock mass structure characteristics,uses fuzzy evaluation method to systematically evaluate the stability of the slope in the scenic area.This uncertainty analysis method for evaluating the stability of high rock slopes enriches the research methods of high rock slope stability to a certain extent,and has certain exploration value for expanding the evaluation methods of high rock slope stability.The research on the fuzzy stability evaluation method used in this paper for the stability evaluation of high rock slopes can provide reference and reference for similar projects in China.

关 键 词：危险边坡 岩质高边坡 模糊评价 稳定性评价 

分 类 号：TU4[建筑科学—土工工程]