›› 2002, Vol. 23 ›› Issue (6): 825-827.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion about landslip mechanism of J contract segment #3 slope at Wan-Liang expressway

TANG Jian-xin1,2, CAI Shi-ming1, WEI Zuo-an1,3, YIN Guang-zhi1,2, LI Dong-wei1,2   

  1. 1. College of Resources and Environmental Sciences ,Chongqing University, Chongqing 400044, China ; 2. The Key Laboratory of Exploitation of Southwest Resources and the Environmental Hazards Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, Chian； 3. Nanchang Engineering & Research Institute of Non-ferrous Metal, Nanchang 330002 , China
  • Received:2002-03-14 Online:2002-12-10 Published:2016-09-04

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Abstract: According to the occurring, expending and evolving process of the landslip, which has taken place in J contract segment # 3 slope at Wan-Liang expressway, the mechanisms of landslip under the excavating unloading condition in slow leaning stratum are deeply discussed; and the double face shear effect and joining move effect that lay in stratum rock slope landslip are put forward, which is very suitable to the result of model testing; and therefore a scientific basis for efficient controlling these types of landslips, is provided.

Key words: expressway, landslip, double face shear effect, joining move effect, mechanism

CLC Number: 

  • U 416.1
  • 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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