Land reclamation using the horizontal drainage enhanced geotextile sheet method

被引:23
作者
Chen, Hao [1 ]
Chu, Jian [1 ]
Guo, Wei [2 ]
Wu, Shifan [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, 50 Nanyang Ave, Singapore 639798, Singapore
[2] Tianjin Univ, Sch Civil Engn, 135 Yaguan Rd, Tianjin 300350, Peoples R China
关键词
Land reclamation; PVDs; Horizontal drains; Horizontal drainage enhanced geotextile sheet; Large-scale model tests; SOIL IMPROVEMENT; VACUUM; CONSOLIDATION; SLURRY;
D O I
10.1016/j.geotexmem.2022.10.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Increasingly waste materials or soft soil dredged from sea or river have to be used as fill materials for land reclamation. Although preloading using prefabricated vertical drains (PVDs) has been commonly used as the treatment method for soft soil, this method is time consuming as it can only be applied after all the fill materials have been placed. In this paper, a conceptual design for land reclamation using a horizontal drainage enhanced geotextile sheet (HDeGs) method combined with vacuum preloading is proposed. Large-scale model tests are carried out to verify the effectiveness of the HDeGs method. The proposed method is also compared with the existing prefabricated horizontal drain (PHD) method and the advantages and disadvantages of the HDeGs with vacuum preloading method are discussed. This study has demonstrated that the proposed HDeGs method is not only effective, but also more efficient compared with the PVD or PHD methods, as it can reduce substantially the construction time required for land reclamation.
引用
收藏
页码:131 / 150
页数:20
相关论文
共 34 条
  • [1] Preloading and prefabricated vertical drains design for foreshore land reclamation projects: a case study
    Bo, M. W.
    Arulrajah, A.
    Nikraz, H.
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2007, 11 (02) : 67 - 76
  • [2] Chai J. C., 2011, GEOTECH ENG J SEAGS, V42, P35
  • [3] Chai J.C., 2002, P 7 INT C GEOS, P155
  • [4] Method for calculating horizontal drain induced non-linear and large strain degree of consolidation
    Chai, Jin-chun
    Wang, Jun
    Ding, Wenqi
    Qiao, Yafei
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2022, 50 (02) : 231 - 237
  • [5] Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains
    Chai, Jinchun
    Horpibulsuk, Suksun
    Shen, Shuilong
    Carter, John P.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2014, 42 (05) : 437 - 444
  • [6] Chen H., 2021, THESIS NANYANG TU SI
  • [7] Improvement of ultra-soft soil using prefabricated vertical drains
    Chu, J.
    Bo, M. W.
    Choa, V.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2006, 24 (06) : 339 - 348
  • [8] Consolidation of cement-treated sewage sludge using vertical drains
    Chu, J
    Goi, MH
    Lim, TT
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2005, 42 (02) : 528 - 540
  • [9] Practical considerations for using vertical drains in soil improvement projects
    Chu, J
    Bo, MW
    Choa, V
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2004, 22 (1-2) : 101 - 117
  • [10] Soil improvement works for an offshore land reclamation
    Chu, J.
    Bo, M. W.
    Arulrajah, A.
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2009, 162 (01) : 21 - 32