Numerical Simulation of Groudwater Flow in Strata with Argillation Weak Permeable Media in Long Deep Buried Tunnel Site

被引：0
|
作者：
Deng, Yinger [1 ]
Peng, Xin [2 ]
Jiang, Huanhuan [2 ]
机构：
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm, Chengdu 610059, Peoples R China
[2] Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Peoples R China
来源：
APPLIED MECHANICS, MATERIALS AND MANUFACTURING IV | 2014年 / 670-671卷
基金：
高等学校博士学科点专项科研基金; 中国国家自然科学基金;
关键词：
groundwater flow; fluid mechanics; porous Strata with argillation weak permeable media; long deep buried tunnel; high ground stress and high water pressure; ROCK;
D O I：
10.4028/www.scientific.net/AMM.670-671.674
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
This paper focused on groundwater flow in certain a tunnel site under conditions of high ground stress and high water pressure (referred to as "two high conditions"). Three-dimensional conceptual model was established for groundwater flow in porous strata with argillation weak permeable media in a long deep buried tunnel site. Groundwater flow field was studied by means of three-dimensional numerical simulation. Results show that there is good agreement between numerical simulated and observed groundwater table and that the conceptual model and the numerical simulation are reliable. Prevention measures should be adopted for a long deep buried tunnel construction. The results can provide evaluation of engineering safety of a long deep buried tunnel construction with scientific basis.
引用
收藏
页码：674 / 677
页数：4
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