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 (1): 68-71.DOI: 10.3969/j.issn.1674-0696.2015.01.15

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Shear Strength of Gravel Soil Landslide in the Three Gorges Reservoir Zone

Guo Xifeng1,2, Yan Echuan1, Liu Yang2   

  1. . Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, Hubei, China; 2. Key Laboratory of Geotechnical Mechanics & Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, Hubei , China
  • Received:2013-12-15 Revised:2014-02-26 Online:2015-02-15 Published:2015-03-10

三峡库区碎石土滑坡体抗剪强度研究

郭喜峰1,2,晏鄂川1,刘洋2   

  1. 1.中国地质大学(武汉) 工程学院,湖北 武汉 430074; 2.长江科学院 水利部岩土力学与工程重点实验室,湖北 武汉 430010
  • 作者简介:郭喜峰(1984—),男,湖北英山人,博士研究生,主要从事岩石力学特性与工程应用方面的研究。E-mail:xifeng1984@126.com。
  • 基金资助:
    国家自然科学基金项目(41172282); 国家重点基础研究发展计划(973)项目(2011CB710603);中央级公益性科研院所基本科研业务费资助项目(CKSF2013039)

Abstract: According to the in-situ shear test for three typical landslides in Fengjie County, the shear strength of gravel soil before and after immersion in water was analyzed, and its relationship with the grain distribution was also analyzed. The shear strength parameters of gravel soil were obtained and its relationship with the gravel content and water content was also obtained. The analysis provides experimental basis and mechanical parameters for the analysis of similar landslide treatment and stability, which guides the design and construction.

Key words: geotechnical engineering, gravel soil, landslide, shear strength

摘要: 以奉节县三处典型滑坡体原位直剪试验为依据,分析了泡水前后碎石土抗剪强度及其与颗粒分布的关系;得出了碎石土的抗剪强度参数及其与碎石含量、含水量的关系;为类似滑坡治理和稳定分析提供试验依据及力学参数,以指导设计和施工。

关键词: 岩土工程, 碎石土, 滑坡, 抗剪强度

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