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Model test for single pile compressive bearing behavior with pile side post-grouting in clay
Civil Engineering | 更新时间：2024-07-02

    • Model test for single pile compressive bearing behavior with pile side post-grouting in clay

    • “The latest research reveals that post grouting technology significantly improves the bearing capacity of drilled cast-in-place piles, and the ultimate compressive bearing capacity of a single pile increases with the increase of grouting volume, while the settlement at the pile top is significantly reduced.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 4, Pages: 23-28(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.015    

      CLC： TU473.1

    • Received：09 November 2021，

      Published：25 August 2024

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  • ZHAO Chunfeng,LIU Pengwei,ZHAO Cheng,et al.Model test for single pile compressive bearing behavior with pile side post-grouting in clay[J].Journal of Civil and Environmental Engineering,2024,46(04):23-28. DOI： 10.11835/j.issn.2096-6717.2022.015.

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Related Author

ZHAO Chunfeng
LIU Pengwei
ZHAO Cheng
ZHANG Jiaqi
LUO Jiacheng
BAI Yinyin
YUAN Bo
SHAO Jicheng

Related Institution

Department of Geotechnical Engineering, Tongji University
Wenzhou Construction Residue Utilization and Development Co., Ltd.
The 11th Geology Team of Zhejiang Province
Wenzhou Key Laboratory of Geological Resources and Ecological Environment
Zhejiang Huakun Geological Development Co., Ltd.
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