基于模糊分析的松散体边坡稳定性评价

摘要/Abstract

摘要：

摘要：针对山区高速公路松散体边坡因复杂的内部结构与外界环境等影响因素，难以用常规方法得到其稳定性评价结果，提出了基于模糊分析的松散体边坡评价模型.在此基础上，应用该模型对雅康高速公路J1段内工程实例进行了松散体边坡稳定性模糊层次综合评判，验证了模型的可靠性.结果表明，该方法不仅全面地考虑了松散体边坡影响因素，而且简便可行，结果可靠，为工程应用提供了一种新参考.

关键词: , 山区高速公路, 松散体边坡, 模糊数学, 层次分析法

Abstract:

Abstract： The loose media slope stability evaluation based on fuzzy analysis was proposed aimed at the difficulties in using the conventional methods to get its stability evaluation, because of the complex internal structure and affecting factors of the mountainous highway loose media slope. The loose media slope stability fuzzy AHP comprehensive evaluation was conducted based on J1 segment engineering examples of YaKang highway. The result shows that the method proposed is simple, reliable, and a scientific, which can provide a new reference for the engineering application.

Key words: mountainous highway, loose media slope, fuzzy mathematics, analytic hierarchy process (AHP)

中图分类号:

U 416.14

张士伦1，张孟喜1，吉随旺2，陈强2，罗康军2. 基于模糊分析的松散体边坡稳定性评价[J]. 上海交通大学学报（自然版）, 2015, 49(07): 1035-1039.

ZHANG Shilun1,ZHANG Mengxi1,JI Suiwang2,CHEN Qiang2,LUO Kangjun2. Loose Media Slope Stability Evaluation Based on Fuzzy Analysis[J]. Journal of Shanghai Jiaotong University, 2015, 49(07): 1035-1039.

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