Abstract
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.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Ministry of Construction P. R. China.Basic Design Criterion of Architecture Base (GB5007-2002) [M]. China Architecture & Building Press, 2002 (Ch).
Yan E' chuan, Tang Huiming.Stability Evaluation and Utilization of Engineering Rock Body [M]. China University of Geosciences Press, 2002 (Ch).
Xia Xiong, Zhou Depei. Application of Prestressed Anchorrope and Groundsill to Slope Stability [J].Rock and Soil Mechanics, 2002,23(2):242–245 (Ch).
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).
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).
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).
Qin Jianshe, Song Li. Modification of “m” Method for Deep Excavation [J].Chinese Journal of Applied Mechanics, 2004,21(4):67–70 (Ch).
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).
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).
Wu Hengli.Composite Stiffness Theory and Biparameter Method for Laterally Loaded Pile's Calculation (second edition) [M]. China Communications Press, Beijing, 2000 (Ch).
Author information
Authors and Affiliations
Corresponding author
Additional information
Foundation item: Supported by the Knowledge Innovation Project of Chinese Academy of Sciences (KZCX2-306)
Biography: XU Jun(1978-), male, Ph. D. candidate, research direction: the treatment of mountainous hazards and related software development.
Rights and permissions
About this article
Cite this article
Jun, X., Chenghua, W. Pre-stressed rope reinforced anti-sliding pile. Wuhan Univ. J. Nat. Sci. 11, 887–891 (2006). https://doi.org/10.1007/BF02830182
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF02830182