Field Test on the Application of Industrial Solid Waste in the Grouting Process of Pre-Bored Grouted Planted Pile

被引:0
|
作者
Ma, Junjie [1 ]
Gong, Xiaonan [1 ]
Hu, Xunjian [1 ]
Lei, Gang [2 ]
Zhang, Rihong [3 ]
机构
[1] Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou 310058, Peoples R China
[2] Beijing Urban Construct Design & Dev Grp Co Ltd, Beijing 100037, Peoples R China
[3] ZCONE High Tech Pile Ind Holdings Co Ltd, Ningbo 315101, Peoples R China
关键词
pre-bored grouted planted pile; cement grout; industrial solid waste; field test; optical fiber sensor; load-bearing capacity; DEEP; BEHAVIOR;
D O I
10.3390/buildings15010029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the installation of pre-bored grouted planted (PGP) piles and other composite pile foundations, cement is commonly used in the grouting stage. However, the cement-production process generates significant CO2 emissions, which are not favorable for achieving low-carbon societal goals. This study explores the use of industrial solid waste (mineral powder and gypsum powder) mixed with cement as a grouting material in test pile TP1, while traditional cement grout was used in test pile TP2. Both test piles were instrumented with optical fiber sensors along their shafts. The findings indicate that the ultimate load-bearing capacity of TP1 was approximately 93% of that of TP2, signifying a 7% reduction when mineral and gypsum powder were added to cement. Additionally, TP1's peak surface friction in various soil layers ranged from 1.29 to 2.79 times that of the bored pile, whereas TP2's peak surface friction was about 1.42 to 3.10 times higher. The cement consumption for TP1 was roughly 65% less than for TP2, and the cost of grouting materials for TP1 was reduced by 35%. This study confirms that utilizing solid waste in the grouting stage of PGP piles is feasible, and optimizing material proportions may enhance future performance.
引用
收藏
页数:13
相关论文
共 41 条
  • [1] Field tests on behavior of pre-bored grouted planted pile and bored pile embedded in deep soft clay
    Zhou, Jia-jin
    Yu, Jian-lin
    Gong, Xiao-nan
    Yan, Tian-long
    SOILS AND FOUNDATIONS, 2020, 60 (02) : 551 - 561
  • [2] Field study on the behavior of pre-bored grouted planted pile with enlarged grout base
    Zhou, Jia-jin
    Yu, Jian-lin
    Gong, Xiao-nan
    El Naggar, M. Hesham
    Zhang, Ri-hong
    ACTA GEOTECHNICA, 2021, 16 (10) : 3327 - 3338
  • [3] Field study on the behavior of pre-bored grouted planted pile with enlarged grout base
    Jia-jin Zhou
    Jian-lin Yu
    Xiao-nan Gong
    M. Hesham El Naggar
    Ri-hong Zhang
    Acta Geotechnica, 2021, 16 : 3327 - 3338
  • [4] Shaft capacity of the pre-bored grouted planted pile in dense sand
    Jia-jin Zhou
    Xiao-nan Gong
    Kui-hua Wang
    Ri-hong Zhang
    Acta Geotechnica, 2018, 13 : 1227 - 1239
  • [5] Shaft capacity of the pre-bored grouted planted pile in dense sand
    Zhou, Jia-jin
    Gong, Xiao-nan
    Wang, Kui-hua
    Zhang, Ri-hong
    ACTA GEOTECHNICA, 2018, 13 (05) : 1227 - 1239
  • [6] Field study on uplift bearing capacity of pre-bored grouted planted pile and bored pile in deep soft soil
    Zhou, Jia-jin
    Zhang, Ri-hong
    Gong, Xiao-nan
    Yu, Jian-lin
    OCEAN ENGINEERING, 2025, 322
  • [7] Field test on installation effect of pre⁃bored grouted planted pile
    Zhou, Jiajin
    Ma, Junjie
    Yu, Jianlin
    Gong, Xiaonan
    Zhang, Rihong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2024, 57 (03): : 93 - 101
  • [8] Field study on installation effects of pre-bored grouted planted pile in deep clayey soil
    Zhou, Jia-jin
    Yu, Jian-lin
    Gong, Xiao-nan
    Zhang, Ri-hong
    CANADIAN GEOTECHNICAL JOURNAL, 2024, 61 (04) : 748 - 762
  • [9] Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil
    Jia-jin Zhou
    Xiao-nan Gong
    Ri-hong Zhang
    M. Hesham El Naggar
    Kui-hua Wang
    Acta Geotechnica, 2020, 15 : 1847 - 1857
  • [10] Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil
    Zhou, Jia-jin
    Gong, Xiao-nan
    Zhang, Ri-hong
    El Naggar, M. Hesham
    Wang, Kui-hua
    ACTA GEOTECHNICA, 2020, 15 (07) : 1847 - 1857