Comparative analysis of soft soil consolidation time due to improvement using Prefabricated Vertical Drain

被引:1
|
作者
Zhafirah, A. [1 ]
Permana, S. [1 ]
Daris, M. [1 ]
Yogawsara, D. [1 ]
机构
[1] Sekolah Tinggi Teknol Garut, Dept Civil Engn, Jalan Mayor Syamsu 1, Garut 44151, Indonesia
关键词
D O I
10.1088/1757-899X/1098/2/022056
中图分类号
TP301 [理论、方法];
学科分类号
081202 ;
摘要
Construction built on soft soils will cause several geotechnical problems, one of which is a consolidation settlement that lasts for a long time due to the low permeability of soft soils. This study aims to compare the time of soft soil consolidation settlement before and after soil improvement using Prefabricated Vertical Drain (PVD). PVD is a plastic sheet made from a composite, consisting of a drain core and filter jacket with a function to accelerate the process of pore water discharge to the ground surface by shortening the horizontal waterway. The method used using analysis, where the time of consolidation settlement reaches a degree of consolidation of 90%. The PVD pattern used is a triangle pattern and a rectangular pattern with a distance variation of 0.6 m; 0.7 m; 0.8 m; 0.9 m; 1.0 m; 1.1 m; and 1.2 m. The results obtained, based on the PVD pattern, the time of consolidation settlement is faster if using a triangle pattern compared to the rectangular pattern. Whereas, based on distance, the smaller the distance between PVDs, the faster the time of consolidation will decrease.
引用
收藏
页数:5
相关论文
共 50 条
  • [41] A Combined Dry Jet Mixing-Prefabricated Vertical Drain Method for Soft Ground Improvement: A Case Study
    Zhang Dingwen
    Liu Songyu
    Han Wenjun
    Du Guangyin
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2013, 31 (04) : 332 - 347
  • [42] Exploiting prefabricated vertical drain for ground improvement: a numerical and field approach
    Sudipta Chakraborty
    Saddam Hossain
    Mehedi Ahmed Ansary
    Arabian Journal of Geosciences, 2023, 16 (7)
  • [43] Effect of ratio of influence zone and type of vertical drain on consolidation of soft clay due to radial flow
    Shroff, A. V.
    Shah, Manish V.
    Khan, Tasneem
    Joshi, Nitin
    Soft Soil Engineering, 2007, : 765 - 773
  • [44] Analysis of consolidation of layered ground with vertical drain
    Liu Jia-cai
    Cai Nan-shu
    Shi Jian-yong
    Ai Ying-bo
    ROCK AND SOIL MECHANICS, 2005, 26 (08) : 1247 - 1252
  • [45] Theoretical and numerical modeling of laboratory consolidation of marine clay with natural prefabricated vertical drain
    Asha, B.S.
    Mandal, J.N.
    Electronic Journal of Geotechnical Engineering, 2015, 20 (09): : 3829 - 3838
  • [46] General solutions for consolidation of multilayered soil with a vertical drain system
    Liu, Jia-Cai
    Lei, Guo-Hui
    Zheng, Ming-Xin
    GEOTEXTILES AND GEOMEMBRANES, 2014, 42 (03) : 267 - 276
  • [47] On Prefabricated Vertical Drain (PVD) and Deep Cement Mixing (DCM)/Stiffened DCM (SDCM) Techniques for Soft Ground Improvement
    Bergado, D. T.
    Long, P., V
    Jamsawang, P.
    Lampun, C. Na
    Balasubramaniam, A. S.
    GEOTECHNICAL ENGINEERING, 2018, 49 (02): : 164 - 181
  • [48] GEOELECTRICAL MONITORING FOR EMBANKMENT SETTLEMENT ON SOFT GROUND STABILISED WITH PREFABRICATED VERTICAL DRAIN
    Zaika, Yulvi
    Rachmansyah, Arief
    Harimurti
    JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY, 2022, 17 (03): : 2234 - 2242
  • [49] Field study of pile - prefabricated vertical drain (PVD) interaction in soft clay
    Zhu, Dongli
    Indraratna, Buddhima
    Poulos, Harry
    Rujikiatkamjorn, Cholachat
    CANADIAN GEOTECHNICAL JOURNAL, 2020, 57 (03) : 377 - 390
  • [50] Prefabricated Vertical Drain (PVD) and Deep Cement Mixing (DCM) / Stiffened DCM (SDCM) techniques for soft ground improvement
    Bergado, D. T.
    Long, P., V
    Chaiyaput, S.
    Balasubramaniam, A. S.
    2ND INTERNATIONAL CONFERENCE ON SUSTAINABLE DEVELOPMENT IN CIVIL, URBAN AND TRANSPORTATION ENGINEERING (CUTE 2018), 2018, 143 : 164 - 181