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Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil

Author

Listed:
  • Feifei Wang

    (Henan JiaoYuan Engineering Technology Group Co., Ltd., Zhengzhou 450001, China)

  • Jinggan Shao

    (Henan JiaoYuan Engineering Technology Group Co., Ltd., Zhengzhou 450001, China)

  • Wenkai Li

    (Henan JiaoYuan Engineering Technology Group Co., Ltd., Zhengzhou 450001, China)

  • Yafei Wang

    (Henan JiaoYuan Engineering Technology Group Co., Ltd., Zhengzhou 450001, China)

  • Longfei Wang

    (Henan Zhongtu Construction Engineering Co., Ltd., Zhumadian 463000, China)

  • Honglin Liu

    (Henan Transport Investment Group Co., Ltd., Zhengzhou 450016, China)

Abstract

In order to study the working mechanisms of pile foundations applied to embankment engineering on weak slope foundations, a finite element model of embankment on weak slope foundation reinforced by a pile foundation is established. The influence of the position and the length of the pile foundation on the stability of the embankment is studied, and the mechanical response of the pile foundations are also studied. The results show that the different positions of the pile foundation have great influence on the safety factor and deformation of the embankment. The safety factor varies greatly from one reinforcement location to another. The maximum vertical deformation of the embankment reinforced by the 3 m pile is 27 times that of the 7 m. With different pile lengths, the horizontal displacement of the pile foundation can be significantly reduced by approximately 83.3% at most. The research results may provide more scientific help for the design of embankments on soft soil slopes reinforced by pile foundations.

Suggested Citation

  • Feifei Wang & Jinggan Shao & Wenkai Li & Yafei Wang & Longfei Wang & Honglin Liu, 2022. "Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil," Sustainability, MDPI, vol. 14(21), pages 1-11, November.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:21:p:14359-:d:961456
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    References listed on IDEAS

    as
    1. Yuke Wang & Musen Han, 2022. "Optimal design of slope reinforcement by a new developed polymer micro anti-slide pile in case of emergency and disaster relief," 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. 112(1), pages 899-917, May.
    2. Bai, Chong-En & Qian, Yingyi, 2010. "Infrastructure development in China: The cases of electricity, highways, and railways," Journal of Comparative Economics, Elsevier, vol. 38(1), pages 34-51, March.
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    Cited by:

    1. Lingshi An & Xinxin Zhao & Dongwei Li & Liu Yang & Peng Li & Lei Guo & Lina Wang, 2022. "Cyclic and Post-Cyclic Behaviors of Stabilized Sand-Containing Soft Soil in Coastal Areas," Sustainability, MDPI, vol. 14(22), pages 1-17, November.
    2. Grzegorz Kacprzak & Mateusz Frydrych & Paweł Nowak, 2023. "Influence of Load–Settlement Relationship of Intermediate Foundation Pile Group on Numerical Analysis of a Skyscraper under Construction," Sustainability, MDPI, vol. 15(5), pages 1-20, February.
    3. Danqing Song & Wanpeng Shi & Chengwen Wang & Lihu Dong & Xin He & Enge Wu & Jianjun Zhao & Runhu Lu, 2023. "Numerical Investigation of a Local Precise Reinforcement Method for Dynamic Stability of Rock Slope under Earthquakes Using Continuum–Discontinuum Element Method," Sustainability, MDPI, vol. 15(3), pages 1-24, January.

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