›› 2005, Vol. 26 ›› Issue (12): 2019-2022.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of residual pushing force curve to reservoir landslide anti-slide pile design

WANG Liang-qing1, 2, TANG Hui-ming2, HU Xin-li2, LIANG Ye2   

  1. 1. Institute of Civil Engineering and Architecture，Wuhan University of Technology, Wuhan 430070, China; 2. Engineering Faculty,China University of Geoscienses, Wuhan 430074, China
  • Received:2004-06-08 Online:2005-12-10 Published:2014-01-12

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Abstract: Th anti-side pile engineering design for reservoir landslide is a topic of general interest in engineering domain. It is quite important how to determine rationally design landslide push-force to optimizing design of anti-slide pile. Based on studying thoroughly pushing force curve, aiming at the question existing in "specification" and engineering design, the concept of " fundamental calculation cases" and " control and design calculation cases" are proposed. For down-slide section and slide-resistant section of the landslide, different determining method of design push-force is provided. All these are applied to engineering design of Songjiawuchang landslide; and the enormous economic benefits will be produced.

Key words: residual pushing force curve, fundamental calculation cases, control and design calculation cases, design landslide pushing force

CLC Number: 

  • TU 473
  • 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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