Pre-stressed rope reinforced anti-sliding pile

Mountain Hazards


Pre-stressed rope reinforced anti-sliding pile is a composite anti-sliding structure. It is made up of pre-stressed rope and general anti-sliding pile. It can bring traditional antisliding pilés retaining performance into full play, and to treat with landslide fast and economically. The difference between them is that the pre-stressed rope will transfix the whole antisliding pile through a prearranged pipe in this structure. The working mechanics, the design method and economic benefit are studied. The results show that the pre-stressed rope reinforced anti-sliding pile can treat with the small and middle landslides or high slopes well and posses the notable advantage of technology and economic.

Key words

pre-stressed rope anti-sliding pile composite anti-sliding structure 

CLC number

TU 476 


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  1. [1]
    Ministry of Construction P. R. China.Basic Design Criterion of Architecture Base (GB5007-2002) [M]. China Architecture & Building Press, 2002 (Ch).Google Scholar
  2. [2]
    Yan E' chuan, Tang Huiming.Stability Evaluation and Utilization of Engineering Rock Body [M]. China University of Geosciences Press, 2002 (Ch).Google Scholar
  3. [3]
    Xia Xiong, Zhou Depei. Application of Prestressed Anchorrope and Groundsill to Slope Stability [J].Rock and Soil Mechanics, 2002,23(2):242–245 (Ch).Google Scholar
  4. [4]
    Zhou Depei, Wang Jiansong. Design Method of Retaining Pile With Prestressed Cable [J].Chinese Journal of Rock Mechanics and Engineering, 2002,21(2):247–250 (Ch).Google Scholar
  5. [5]
    Zeng Yunhua, Zheng Mingxin. Force Distribution Rule of Retaining Piles with Prestressing Cables [J].Journal of East China Jiaotong University, 2003,20(2):15–18 (Ch).Google Scholar
  6. [6]
    Liu Junyong, Wu Dejun, Mao Yuan. The Application ofm Method in Resolving Internal Force and Displacement of Elastic pile [J].Shanxi Architecture, 2005,31(20):83–84 (Ch).Google Scholar
  7. [7]
    Qin Jianshe, Song Li. Modification of “m” Method for Deep Excavation [J].Chinese Journal of Applied Mechanics, 2004,21(4):67–70 (Ch).Google Scholar
  8. [8]
    Lu Gang, Li Xiangguo. Finite Difference Method Based on “m” Method for Calculation of Internal Forces of Deep Foundation Retaining Pile [J].West-China Exploration Engineering, 2004,16(7):4–6 (Ch).Google Scholar
  9. [9]
    Dai Zihang, Peng Zhenbing. Finite Difference Method Based on “m” Method of Internal Forces Calculation of Stabilizing piles [J].Journal of Central South University of Technology (Natural Science), 2001,32(5):461–464 (Ch).Google Scholar
  10. [10]
    Wu Hengli.Composite Stiffness Theory and Biparameter Method for Laterally Loaded Pile's Calculation (second edition) [M]. China Communications Press, Beijing, 2000 (Ch).Google Scholar

Copyright information

© Springer 2006

Authors and Affiliations

  1. 1.Institute of Mountain Hazards and EnvironmentChinese Academy SciencesChengdu, SichuanChina
  2. 2.Graduate University of Chinese Academy of SciencesBeijingChina

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