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) ›› 2019, Vol. 38 ›› Issue (12): 92-96.DOI: 10.3969/j.issn.1674-0696.2019.12.14

• Port & Waterway · Hydraulic & Hydroelectric · Resources & Environment • Previous Articles     Next Articles

Degradation Characteristics and Deformation Failure Mode of Perilous Rock Mass in the Three Gorges Reservoir Area

WANG Heng1,JIANG Xiannian1, LI Shujian2, JIA Zhidan1   

  1. (1. Chongqing Exploration & Design Institute of Geological Hazard Control Engineering, Chongqing 400700, P. R. China; 2. School of Resources and Safety Engineering, Chongqing University, Chongqing 400030, P. R. China)
  • Received:2018-11-02 Revised:2019-04-24 Online:2019-12-21 Published:2019-12-24

三峡库区危岩体劣化特征及变形破坏模式研究

王恒1,蒋先念1,李树建2,贾智丹1   

  1. (1. 重庆市地质灾害防治工程勘查设计院,重庆 400700; 2. 重庆大学 资源与安全学院,重庆 400030)
  • 作者简介:王恒(1985—),男,贵州贵阳人,工程师,主要从事环境地质与地质灾害防治方面的工作。E-mail:408907931@qq.com。
  • 基金资助:
    重庆市国土资源和房屋管理局(渝国土房管〔2017〕522)

Abstract: Based on the project background of Huangyanwo Perilous Rock mass in the Three Gorges Reservoir Area, the deterioration characteristics of the rock mass in the west section of Huangyanwo were analyzed by means of surveying and mapping, single-hole acoustic wave method, in-hole high-definition video recording and geophysical prospecting test, and the deformation and failure mode of the perilous rock mass was discussed. The results show that the rock mass in the Huangyanwo Perilous Rock falling zone extending 18m inward along the riverside cliff has a high degree of deterioration, and the three basic deformation failure modes of the perilous rock mass are buckling sliding, toppling and falling. Under the influence of self-weight, corrosion and river water fluctuation and erosion, it is easy to induce sliding, toppling or falling composite deformation failure of the upper rock mass.

Key words: geotechnical engineering, three gorges reservoir area, perilous rock mass, degradation characteristics, failure mode

摘要: 依托三峡库区黄岩窝危岩体为工程背景,采用调查测绘、单孔声波法、孔内高清摄像及物探测试手段分析黄岩西段的岩体劣化特征,并探讨了危岩的变形破坏模式。研究结果表明:黄岩窝危岩消落带沿临江崖壁向内延伸18 m区域内的岩体劣化程度高,危岩体3种基本变形破坏模式表现为溃屈滑移式、倾倒式和坠落式;在自重作用、溶蚀作用及江水涨落掏蚀等影响下,易诱发上部岩体发生滑移式、倾倒式或坠落式的复合型变形破坏。

关键词: 岩土工程, 三峡库区, 危岩体, 劣化特征, 破坏模式

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