中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2015, Vol. 34 ›› Issue (2): 45-49.DOI: 10.3969/j.issn.1674-0696.2015.02.10

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Evaluation Study of Rock Slope Stability in Alpine High Altitude Region

Li Jianfeng1, Wan Chen1,2, Zhao Yong2   

  1. 1. Architecture and Civil Engineering, Chang’an University, Xi’an 710064, Shaanxi, China;2. Eighth Detachment, Armed Police Hydropower Third Corp, Chengdu 610036, Sichuan, China
  • Received:2013-09-14 Revised:2013-11-21 Online:2015-04-15 Published:2015-06-01

高寒高海拔地区岩质边坡稳定性评价研究

李建峰1,万臣1,2,赵勇2   

  1. 1. 长安大学 建筑工程学院,陕西 西安 710064;2. 武警水电三总队八支队,四川 成都 610036
  • 作者简介:李建峰(1956-),男,河北巨鹿人,教授,主要从事现代施工技术与管理方面的研究。E-mail:363300673@qq.com。

Abstract: For the study of rock slope stability evaluation method of the alpine high altitude region, 12 main evaluation indexes which influence the stability of rock slope in the special area were selected as the evaluation factors of fuzzy evaluation, to build fuzzy comprehensive evaluation model of the system in the alpine high altitude areas by applying of AHP method and fuzzy mathematics theory to determine the weight of each index and membership. Based on this model, the right bank of highway slope stability of the Pangduo Hydro Project was evaluated by fuzzy comprehensive evaluation. The evaluation results objectively reflect the engineering actual situation, which has some practical guiding significance and reference value to analysis and predict of rock slope stability in this kind of region.

Key words: geotechnical engineering;alpine high altitude region, AHP, rock slope, stability, evaluation index

摘要: 为研究高寒高海拔地区岩质边坡稳定性的评判方法,选取影响该类特殊地区岩质边坡稳定性的12项主要评判指标,作为模糊评判的评价因子,应用AHP方法和模糊数学理论确定各指标的权重和隶属度,从而构建高寒高海拔地区模糊综合评判体系模型。基于该模型对旁多水利枢纽工程右岸公路边坡稳定性作模糊综合评判,评价结果较为客观地反映了工程实际情况,对该类地区岩质边坡稳定性进行分析预测具有一定的指导意义和参考实用价值。

关键词: 岩土工程, 高寒高海拔地区, AHP, 岩质边坡, 稳定性, 评价指标

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