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

重庆交通大学学报(自然科学版) ›› 2018, Vol. 37 ›› Issue (08): 63-68.DOI: 10.3969/j.issn.1674-0696.2018.08.11

• 港口航道·水利水电·资源环境 • 上一篇    下一篇

赤平极射-实体比例投影方法及其应用

唐胜传1,冯登2,3,王俊杰2,3   

  1. (1. 招商局重庆交通科研设计院有限公司 山区道路工程与防灾减灾技术国家地方联合工程实验室,重庆 400067; 2. 重庆交通 大学 国家内河航道整治工程技术研究中心,重庆 400074; 3. 重庆交通大学 水利水运工程教育部重点实验室,重庆 400074)
  • 收稿日期:2017-05-30 修回日期:2017-12-11 出版日期:2018-08-21 发布日期:2018-08-21
  • 作者简介:唐胜传(1975—),男,浙江建德人,研究员,主要从事路基工程、地基灾害防治方面的研究工作。E-mail:tangshengchuan@cmhk.com。 通信作者:冯登(1992—),男,湖北洪湖人,硕士研究生,主要从事岩土工程方面的研究工作。E-mail:552510432@qq.com。
  • 基金资助:
    国家科技支撑计划课题项目(2015BAK09B01); 重庆市基础与前沿研究计划项目(cstc2015jcyjBX0139)

Stereographic-Real Proportion Projection Method and Its Application

TANG Shengchuan1, FENG Deng2,3, WANG Junjie2,3   

  1. (1. National and Local Engineering Laboratory for Road Engineering and Disaster Prevention and Reduction Technology in Mountainous Areas, China Merchants Chongqing Communications Research & Design Institute Co., Ltd., Chongqing 400067, P. R. China; 2. Engineering Research Center of Diagnosis Technology and Instruments of Hydro-Construction, Chongqing Jiaotong University, Chongqing 400074, P. R. China; 3. Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing 400074, P. R. China)
  • Received:2017-05-30 Revised:2017-12-11 Online:2018-08-21 Published:2018-08-21

摘要: 赤平极射-实体比例投影方法在岩质边坡的稳定性分析中具有独特的优势。以黑山谷某岩质边坡为例,采用赤平极射-实体比例投影对该边坡进行了综合性分析,分析了滑坡的滑动机制、滑动方向、滑面面积、滑体体积等重要特征,并通过赤平极射-实体比例投影方法对该岩质边坡的稳定性进行了分析,讨论了赤平极射-实体比例投影方法和传统极限平衡法中的传递系数法的优缺点,认为赤平极射-实体比例投影法在岩质边坡稳定性分析中比传递系数法更具有优势,该方法能够为岩质边坡的防护提供参考。

关键词: 岩土工程, 稳定性分析, 岩质边坡, 赤平极射投影, 实体比例投影

Abstract: The stereographic-real proportion projection method has a unique advantage in the stability analysis of the rock slope. In the case study of a certain rock slope in Heishangu, the comprehensive analysis of the slope was carried out by adopting the stereographic-real proportion projection method. The important features such as sliding mechanism, sliding direction, sliding surface area and sliding body volume were analyzed. And the rock slopes stability was also analyzed by the stereographic-real proportion projection method. The advantages and disadvantages of the stereographic-real proportion projection method and the transfer coefficient method in the traditional limit equilibrium method were discussed. The results show that the stereographic-real proportion projection method has more advantages than the transfer coefficient method in the analysis of rock slopes stability, which can provide reference for the protection of rock slope.

Key words: geotechnical engineering, stability analysis, rock slope, stereographic projection, real proportion projection

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