›› 2000, Vol. 21 ›› Issue (3): 231-234.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on disaster and drainage effect of slope on condition of rainfall

LUO Xian-qi1 , LI Hai-ling1 , GE Xiu-run1 , Y ANG Xue-tang2   

  1. 1 . Institute of Rock and Soil Mechanics , the Chinese Academy of Sciences, Wuhan 430071 , China) ( 2.Wuhan University of Hydraulic and Electric Engineering, Hubei Yichang 443002, China
  • Received:1999-07-05 Online:2000-09-21 Published:2016-12-26

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Abstract: The designed rainfall process and infiltration curve are defined on the basis of analysis of typical rainfall process, which would induce Huanglashi slope. Moreover, unsaturated and unstable seepage analysis for the slope is studied on the condition of rainfall. Disaster and drainage effect of Shiliushubao slope is studied comprehensively .

Key words: Shiliushubao slope , rainfall infiltration , unsaturated and unstable seepage ;disater analysis ;slope drainage

CLC Number: 

  • T U 46+3
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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