首页 | 本学科首页   官方微博 | 高级检索  
     检索      

关于长江三峡库区重庆段c、φ取值的探讨
引用本文:吴汉辉,董则军.关于长江三峡库区重庆段c、φ取值的探讨[J].四川地质学报,2009,29(2):207-212.
作者姓名:吴汉辉  董则军
作者单位:1. 四川省建筑职业技术学院,德阳,618000
2. 四川省冶金地质勘查局水文工程大队,成都,610501
摘    要:基于滑坡参数取值对滑坡稳定性评价影响重大,本文运用各种方法对岩土力学参数指标c、φ取值问题开展研究。研究结果表明,综合运用多种方法,可以达到合理选择岩土的力学参数c、φ值的目的,避免人为降低设计参数、增大工程投资或c、φ取值偏高给工程安全带来隐患的问题。

关 键 词:滑坡  c(粘聚力)  φ(内摩擦角)  重庆三峡库区

An Approach to the Geotechnical Parameters c and φ for Landslides in the Yangtze Gorges Reservoir Region, Chongqing
WU Han-hui,DONG Ze-jun.An Approach to the Geotechnical Parameters c and φ for Landslides in the Yangtze Gorges Reservoir Region, Chongqing[J].Acta Geologica Sichuan,2009,29(2):207-212.
Authors:WU Han-hui  DONG Ze-jun
Institution:1-Sichuan Vocational College of Civil Engineering and Architecture;Deyang;Sichuan 618000;2-Hydrogeological and Engineering Geological party;Sichuan Bureau of Metallurgical Geology;Chengdu 610501
Abstract:Geotechnical parameters c and φ are of great importance to Stability of a landslide. This paper makes an approach to determination of parameters c and φ for landslides in the Yangtze Gorges reservoir region, Chongqing. The study indicates that reasonable c and φ values can ensure safety in engineering and cut down engineering expenses.
Keywords:Yangtze Gorges Dam Region  Chongqing  landslide  soil in landslide zone  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号