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基于模糊理论的寒区岩质路堑边坡稳定性分级标准研究
引用本文:武鹤,葛琪,陈瑶,张家平.基于模糊理论的寒区岩质路堑边坡稳定性分级标准研究[J].黑龙江工程学院学报,2012(1):7-10.
作者姓名:武鹤  葛琪  陈瑶  张家平
作者单位:[1]黑龙江工程学院土木与建筑工程学院,黑龙江哈尔滨150050 [2]黑龙江大学建筑工程学院,黑龙江哈尔滨150090
基金项目:黑龙江省自然科学基金资助项目(E200926);黑龙江省自然科学基金资助项目(E201117)
摘    要:季节冰冻地区的冻融循环作用对岩质路堑边坡产生稳定性影响,为研究寒区岩质路堑边坡病害的产生条件以及评价方法,选取影响寒区岩质边坡稳定性的常用指标,建立综合评价体系,同时基于权重矩阵采用模糊理论建立寒区岩质路堑边坡稳定性的分级标准。研究结果显示本分级标准适合于由多因素控制其稳定性的岩质工程。

关 键 词:道路工程  岩质路堑边坡  稳定性分级  模糊理论  寒冷地区

Study of stability gradation of rock cutting slopes based on fuzzy evaluation methods in frozen regions
WU He,GE Qi,CHEN Yao,ZHANG Jia-ping.Study of stability gradation of rock cutting slopes based on fuzzy evaluation methods in frozen regions[J].Journal of Heilongjiang Institute of Technology,2012(1):7-10.
Authors:WU He  GE Qi  CHEN Yao  ZHANG Jia-ping
Affiliation:1. School of Civil and Architectural Engineering, Heilongjiang Institute of Technology, Harbin 150050, China; Architectural and Civil Engineering, Heilongjiang University, Harbin 150090, China)
Abstract:Freezing and thawing effect affects the stability of rock cutting slopes in seasonal frozen region. In order to research the generating conditions and disease evaluation methods, the common indicators are adopted into the establishment of a comprehensive evaluation system which based on the fuzzy theory and the weight matrix the stability of rock cutting slope grading standards in cold regions are set up. The results show that the standard factors classification for the controlling of the rock engineering stability could present reference to the rock slope stability monitoring and design for cold regions.
Keywords:road engineering  rock cutting slopes  stability gradation  fuzzy evaluation methods  frozen region
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