A Siphon Drainage Method for Consolidation of Soft Soil Foundation

被引:3
|
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
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