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
  • [31] Radial consolidation theory for prefabricated vertical drain combined with vacuum preloading
    Tian Y.
    Wu W.
    Mei G.
    Jiang G.
    Zong M.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2019, 38 (10): : 2151 - 2160
  • [32] Effect of prefabricated vertical drain clogging on the rate of consolidation: A numerical study
    Basu, D
    Madhav, MR
    GEOSYNTHETICS INTERNATIONAL, 2000, 7 (03) : 189 - 215
  • [33] Experimental study on the vacuum consolidation of recycled fibre-improved soft soils assisted with prefabricated vertical drain
    Lou, Kai
    Yin, Zhen-Yu
    Song, Ding-Bao
    Huang, Wei-Feng
    GEOTEXTILES AND GEOMEMBRANES, 2025, 53 (03) : 681 - 696
  • [34] Effect of Improvement and Application of Composite Prefabricated Vertical Drain Method in Marine Soft Ground: A Case Study
    Jiang, Jianqing
    Liu, Reqiang
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [35] Optimal design of prefabricated vertical drain-improved soft ground considering uncertainties of soil parameters
    Sun, Hong-yue
    Wang, Jun
    Wang, Dong-fei
    Yu, Yang
    Wei, Zhen-lei
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2020, 21 (01): : 15 - 28
  • [36] A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation
    Trong Nghia Nguyen
    Bergado, Dennes T.
    Kikumoto, Mamoru
    Dang, Phuoc H.
    Chaiyaput, Salisa
    Phu-Cuong Nguyen
    GEOTEXTILES AND GEOMEMBRANES, 2021, 49 (01) : 304 - 322
  • [37] Acceleration of self-weight consolidation settlement by prefabricated vertical drain board
    Kim, SS
    Han, SJ
    Lee, R
    Chae, YS
    PROCEEDINGS OF THE TWELFTH (2002) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2002, : 487 - 491
  • [38] Acceleration of Self-Weight Consolidation Settlement by Prefabricated Vertical Drain Board
    ISOPE; Kyushu University (International Society of Offshore and Polar Engineers):
  • [39] Soil settlement analysis in soft soil by using preloading system and prefabricated vertical draining runway of Kualanamu Airport
    Roesyanto
    Iskandar, R.
    Silalahi, S. A.
    Fadliansyah
    TALENTA - CONFERENCE ON ENGINEERING, SCIENCE AND TECHNOLOGY 2017 (TALENTA-CEST 2017), 2018, 309
  • [40] Soft Soil Improvement by Electroosmotic Consolidation
    Kaniraj, Shenbaga R.
    INTERNATIONAL JOURNAL OF INTEGRATED ENGINEERING, 2014, 6 (02): : 42 - 51