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Experimental study of waste slurry treated by a vacuum preloading method combined vertical drains with horizontal drains
Civil Engineering | 更新时间：2024-05-22

    • Experimental study of waste slurry treated by a vacuum preloading method combined vertical drains with horizontal drains

    • “In the field of foundation reinforcement, researchers have proposed a new horizontal joint vertical drainage plate vacuum preloading (PHD-PVD-VP) method. Through model experiments and microstructure analysis, it was found that an initial PHD vacuum pressure of 40 kPa can significantly improve the drainage consolidation effect of engineering waste slurry, effectively alleviate drainage plate blockage, and improve soil consolidation uniformity.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 3, Pages: 24-32(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.010    

      CLC： TU447;TU472.1

    • Received：18 December 2021，

      Published：25 June 2024

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  • LIU Feiyu,LI Hang,WANG Jun,et al.Experimental study of waste slurry treated by a vacuum preloading method combined vertical drains with horizontal drains[J].Journal of Civil and Environmental Engineering,2024,46(03):24-32. DOI： 10.11835/j.issn.2096-6717.2022.010.

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Related Author

LIU Feiyu
LI Hang
LU Xueqing
ZHOU Chenyang
LI Xiaobing
FU Hongtao
TAO Jianwei
WU Jianqi

Related Institution

Chongqing Survey Institute
Department of Civil Engineering, Shanghai University
School of Civil Engineering and Surveying and Mapping Engineering; Jiangxi Provincial Key Lab of Environmental Geotechnical and Engineering Disaster Control, Jiangxi University of Science and Technology
Collage of Civil Engineering and Architecture; Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou University
State Grid Jiangsu Electric Power Co., Ltd. Construction Branch
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