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澜沧江某水电站泄洪洞出口边坡稳定性评价
引用本文:丁浩江,许模,曾令科,张衡,江凯.澜沧江某水电站泄洪洞出口边坡稳定性评价[J].中国地质灾害与防治学报,2007,18(1):5-9.
作者姓名:丁浩江  许模  曾令科  张衡  江凯
作者单位:1. 成都理工大学,地质灾害防治与地质环境保护国家专业实验室,四川,成都,610059
2. 四川省地质环境监测总站,四川,成都,610081
摘    要:岩土质边坡是一种自然地质体,其稳定性在很大程度上具有不确定性、模糊性。模糊分析是边坡稳定性分析的有效途径之一。文章采用模糊数学分析法,构建了二次模糊综合评判模型,对影响边坡稳定性的诸多因素进行了分类归纳,并根据不同的稳定状态,将边坡划分为5个等级,再结合某水电站右岸泄洪洞出口开挖边坡稳定性的实际问题,利用梯形函数构建了与该边坡稳定性分析相关因素的隶属函数、运用专家评分法确定了各因素的权重,最终对该边坡的稳定性进行了评价。结果表明该评价分析结果与实际相吻合,评价效果较好。

关 键 词:二次模糊综合评判  边坡稳定性  评价指标  隶属函数  澜沧江水电站
文章编号:1003-8035(2007)01-0005-0
收稿时间:2006-04-07
修稿时间:2006-07-04

Evaluation on slope stability of a hydroelectric station spillway, Lancang River
DING Hao-jiang,XU Mo,ZENG Ling-ke,ZHANG Heng,JIANG Kai.Evaluation on slope stability of a hydroelectric station spillway, Lancang River[J].The Chinese Journal of Geological Hazard and Control,2007,18(1):5-9.
Authors:DING Hao-jiang  XU Mo  ZENG Ling-ke  ZHANG Heng  JIANG Kai
Institution:1. National Laboratory of Geo-Hazard Prevention and Geo-Environment Protection, Chengdu University of Technology, Chengdu 610081 ,China; 2. General Geo-environmental Monitoring Station of Sichuan Province, Chengdu 610081, China
Abstract:As natural geologic body,the stability of rock and soil slope is uncertain and fuzzy to a large extent. It is one of effective methods to analyze its stability by fuzzy analysis. A fuzzy comprehensive analysis model is obtained based on the relationship of fuzzy equivalency, according to thedifferent stability states, the common slopes are devided into five kinds. Two-stage fuzzy comprehensive evaluation method is applied to evaluate on the Iarge-scale slope stability of a hydroelectric station according to the grade of its evaluation indexes. The authors construct a subordination function in relation to the stability analysis by trapezoidal function, and define different weights of every factor by means of expertise. Finally, this paper analyzes the stability of the slope. It can be seen that the results of analysis are in good coincidence with the truth.
Keywords:two-stage fuzzy comprehensive evaluation  slope stability  quantitative evaluation  subordination functions  hydroelectric station on Lancang River
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