Efficient Iterative Analytical Model for Underground Seepage around Multiple Tunnels in Semi-Infinite Saturated Media-Reference-Cited by-同舟云学术

Efficient Iterative Analytical Model for Underground Seepage around Multiple Tunnels in Semi-Infinite Saturated Media

Published:2021-11 Issue:11 Volume:147 Page:04021101
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Guo Yufeng¹,Wang Huaning²^ORCID,Jiang Mingjing³

Affiliation:

1. Graduate Student, School of Aerospace Engineering and Applied Mechanics, Tongji Univ., Shanghai 200092, China.

2. Professor, School of Aerospace Engineering and Applied Mechanics, Tongji Univ., Shanghai 200092, China; Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001999

Reference35 articles.

1. Bear, J. 1972. Dynamics of fluids in porous media. New York: Elsevier.

2. Circular tunnel in a semi-infinite aquifer

3. Mechanism and Treatment Technology of Three Water Inrush Events in the Jiaoxi River Tunnel in Shaanxi, China

4. Harr, M. E. 1962. Groundwater and seepage. New York: McGraw-Hill.

5. Analytical solutions for steady seepage into an underwater circular tunnel

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