首页 | 本学科首页   官方微博 | 高级检索  
     

黄腊石滑坡群石榴树包滑坡稳定性的研究
引用本文:罗先启,姜清辉,葛修润,刘斯凤. 黄腊石滑坡群石榴树包滑坡稳定性的研究[J]. 岩石力学与工程学报, 2001, 20(1): 29-29
作者姓名:罗先启  姜清辉  葛修润  刘斯凤
作者单位:1. 中国科学院武汉岩土力学研究所
2. 武汉水利电力大学
摘    要:
 对诱发黄腊石滑坡的降雨过程进行了概率分析, 提出了设计降雨过程的概念。给出了该降雨过程的入渗曲线, 并对降雨条件下滑坡的非饱和非稳定渗流进行了研究。对石榴树包滑坡在降雨、水库水位、地震等不同条件下的稳定性进行了综合评价。

关 键 词:黄腊石滑坡降雨入渗非饱和非稳定渗流稳定分析
文章编号:1000-6915(2001)01-0029-05
收稿时间:1999-06-29
修稿时间:1999-06-29

STUDY OF THE STABILITY OFSHILIUSHUBAO SLOPE IN HUANGLASHI SLOPE GROUP
Luo Xianqi ,,Jiang Qinghui ,Ge Xiurun ,Liu Sifeng. STUDY OF THE STABILITY OFSHILIUSHUBAO SLOPE IN HUANGLASHI SLOPE GROUP[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(1): 29-29
Authors:Luo Xianqi     Jiang Qinghui   Ge Xiurun   Liu Sifeng
Affiliation:Luo Xianqi 1,2,Jiang Qinghui 1,Ge Xiurun 1,Liu Sifeng 2
Abstract:
The concept of designing rainfall process is defined on the basis of probability analysis on the rainfall process at Huanglashi slope. The permeance curve of the designing rainfall process is given. The unsaturated and unsteady seepage analysis is made on the slope under the condition of rainfall. The stability of Shiliushubao slope is comprehensively evaluated considering variance of factors of rainfall process, reservoir elevation and earthquake intensity.
Keywords:Huanglashi slope   rainfall permeance   unsaturated and unsteady seepage   stability analysis
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
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