A Siphon Drainage Method for Consolidation of Soft Soil Foundation

被引:2
|
作者
Wang, Jun [1 ,2 ]
Shen, Qingsong [3 ]
Yuan, Shuai [1 ]
Wang, Xiaohong [3 ]
Shu, Junwei [3 ]
Zheng, Jun [3 ]
Sun, Hongyue [1 ]
机构
[1] Zhejiang Univ, Ocean Coll, Zhoushan 316021, Peoples R China
[2] Ningbo China Commun Water Transportat Design & Res, Ningbo 315040, Peoples R China
[3] Zhejiang Univ, Coll Engn & Architecture, Hangzhou 310058, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 06期
基金
中国国家自然科学基金;
关键词
soft soil; siphon drainage; consolidation; groundwater level; pore water pressure; MARINE CLAY; OPTIMIZATION;
D O I
10.3390/app13063633
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The drainage consolidation method can reduce porosity to consolidate soft soils. In this study, a novel siphon drainage method is used as the drainage consolidation method to lower the groundwater level. Compared to other drainage methods, the siphon drainage method is power-free, environmental-friendly, and highly efficient. Numerical simulations are conducted to verify the feasibility of the siphon drainage method on soft soil treatment. In addition, the effects of soil permeability and drainage hole spacing on its application efficiency have been studied. The results show that: (a) The siphon drainage method can accelerate the consolidation by lowering the groundwater level; (b) The larger the soil permeability is, the faster the pore water pressure decreases; (c) Adopting 1 m hole-spacing in the siphon drainage is much more efficient than methods which have a 2 m hole-spacing. In addition, the siphon drainage method is proven the effective in soft soil foundation treatment by a field test in Zhoushan, Zhejiang Province.
引用
收藏
页数:18
相关论文
共 50 条
  • [1] Study of model tests of soft soil foundation by dynamic drainage consolidation
    Xue, Ru
    Li, Guang-Hui
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (11): : 3242 - 3248
  • [2] Study of model tests of soft soil foundation by dynamic drainage consolidation
    Xue Ru
    Li Guang-hui
    ROCK AND SOIL MECHANICS, 2011, 32 (11) : 3242 - 3248
  • [3] Soft soil foundation treatment of hydraulic fill site based on vibration boosting drainage consolidation method
    Zhang, Wei
    Archives of Civil Engineering, 2024, 70 (03) : 431 - 444
  • [4] Several issues in improvement of foundation of soft soils with dynamic drainage consolidation method
    Zhang, Jun
    Yang, Zhiyin
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (SUPPL. 1): : 4573 - 4575
  • [5] Consolidation behaviour of a soft soil foundation improved using DJM method
    Zhu, JG
    Yan, Y
    Yin, JH
    SOFT SOIL ENGINEERING, 2001, : 513 - 518
  • [6] Consolidation behaviour with and without siphon drainage
    Wu, Gang
    Xie, Wei
    Sun, Hongyue
    Yan, Xin
    Tang, Bihui
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2018, 171 (05) : 462 - 470
  • [7] Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation
    Du Guangqian
    Zhu Changzhi
    Zhang Xiping
    APPLIED MECHANICS AND CIVIL ENGINEERING II, 2012, 188 : 45 - 48
  • [8] Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation
    Gu Yanfeng
    Wang Shijie
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT, 2010, : 605 - 608
  • [9] Laboratory modeling of siphon drainage combined with surcharge loading consolidation for soft ground treatment
    Sun, Hongyue
    Wu, Gang
    Liang, Xu
    Yan, Xin
    Wang, Dongfei
    Wei, Zhenlei
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2018, 36 (08) : 940 - 949
  • [10] Consolidation characteristics and settlement calculation method of soft soil foundation under vacuum preloading
    Wang, Siliu
    Zhang, Dongqi
    Chen, Jisheng
    Huang, Xin
    Wang, Jingbo
    Fu, Xudong
    Journal of Railway Science and Engineering, 2022, 19 (03) : 674 - 682