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Study on the Interaction Mechanism between Micropiles and Soil Landslides

Author

Listed:
  • Rui Xu

    (School of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China
    Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China)

  • Guochen Sui

    (School of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China)

  • Guanglu Wang

    (School of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China)

  • Hui Cheng

    (PowerChina Northwest Engineering Corporation Limited, Xi’an 710065, China)

  • Xunchang Li

    (School of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China)

  • Wei Yang

    (School of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China)

  • Juntao Deng

    (China Jikan Research Institute of Engineering Investigations and Design, Co., Ltd., Xi’an 710043, China)

  • Farong Zeng

    (China National Petroleum Corporation Changqing Oilfield Branch, Xi’an 710018, China)

Abstract

The interaction mechanism between micropiles and soil landslides is comprehensively investigated through static model tests and numerical simulations. The results show that the deformation damage mode of micropiles is mainly bending and shear damage. Because of bending deformation, cracks appear at the rear and front of the pile, respectively, about three times the pile diameter from the sliding surface. In addition, the plastic damage becomes more severe when approaching the back edge of the landslide body. Micropiles in the landslide body play a significant role in load sharing; more importantly, there is a certain pattern between the miniature piles. According to the experimental and numerical simulation results, the recommended load-sharing ratio for micropile design under static conditions is as follows: rear-row pile:middle-row pile:front-row pile = 0.411:0.348:0.241. The research in this paper reveals the good effect of micropiles against landslides, explains the mechanism of pile–soil interaction, and provides a theoretical reference for the research and application of micropiles in engineering.

Suggested Citation

  • Rui Xu & Guochen Sui & Guanglu Wang & Hui Cheng & Xunchang Li & Wei Yang & Juntao Deng & Farong Zeng, 2023. "Study on the Interaction Mechanism between Micropiles and Soil Landslides," Sustainability, MDPI, vol. 15(13), pages 1-24, July.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:13:p:10630-:d:1187709
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    References listed on IDEAS

    as
    1. Xiaoli Liu & Yushuang Liu & Kai Liu & Yuanyuan Su, 2022. "Experimental investigation on anti-sliding performance of grouted micro-pipe pile groups," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 113(2), pages 1367-1384, September.
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