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WANG Zhen. Development and application of buried anti-slide pile with multi-anchor[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 312-317.
Citation: WANG Zhen. Development and application of buried anti-slide pile with multi-anchor[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 312-317.

Development and application of buried anti-slide pile with multi-anchor

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  • Received Date: April 26, 2011
  • Published Date: November 30, 2011
  • The development and engineering characteristics of anti-slide and support structures are introduced, and the conception of buried anti-slide pile with multi-anchor is put forward. The buried anti-slide pile with multi-anchor has been successful applied in landslide controlling project of Jietai Temple in Beijing, indicating that it is very suitable to landslide controlling projects with multi-slide surfaces, heavy layers and high trust. The calculation method and construction technology of the buried anti-slide pile with multi-anchor are preliminarily explored. Taking the landslide controlling project of Jietai Temple as an example, the buried anti-slide pile with multi-anchor is technically and economically compared with the common anti-slide pile. Theresults show that the buried anti-slide pile with multi-anchor has advantages of reducing internal force of piles, balanced force and less displacement. It can save the engineering cost and has broad prospects.
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    李海光. 新型支撑结构设计与工程实例[M]. 北京: 人民交通出版社, 2004. (LI Hai-guang, Design of new types of retaining structures and their engineering cases[M]. Beijing: China Communication, Press, 2004. (in Chinese))
    [2]
    邓 安, 王 桢. 预应力锚索在戒台寺滑坡治理中的应用[C]// 全国锚固工程会议论文, 桂林, 2006. (DENG An, WANG Zhen. Application of prestressed anchor wire anti-slide pile in controlling engineering of jietaisi landslide in beijing[C]// Proceedings of National Conference of Anchor Engineering, Guilin, 2006. (in Chinese))

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