Finite Layer Formulations for Land Subsidence due to Groundwater Withdrawal-Reference-Cited by-同舟云学术

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Finite Layer Formulations for Land Subsidence due to Groundwater Withdrawal

Published:2017-11 Issue:11 Volume:17 Page:04017099
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Feng¹,Xu Jin²,Wang Xudong³

Affiliation:

1. Associate Professor, College of Transportation Science & Engineering, Nanjing Tech Univ., Nanjing 210009, China.

2. Lecturer, School of Civil Engineering, Yantai Univ., Yantai 264005, China (corresponding author).

3. Professor, College of Transportation Science & Engineering, Nanjing Tech Univ., Nanjing 210009, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000996

Reference32 articles.

1. Analysis of pumping in saturated multi-layered soil by using displacement function method;Ai Z. Y.;Chin. J. Geotech. Eng.,2009

2. Transfer matrix solutions for three-dimensional consolidation of a multi-layered soil with compressible constituents

3. Stable pumping rates for horizontal wells in bank filtration systems;Anderson E. I.;Adv. Wat. Resour.,2013

4. An analytic, approximate method for modeling steady, three-dimensional flow to partially penetrating wells

5. Multilayer analytic element modeling of radial collector wells;Bakker M.;Ground Water,2005

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2. Drawdown‐induced consolidation of aquifer systems considering water‐table decline;International Journal for Numerical and Analytical Methods in Geomechanics;2023-05-02

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5. Large Strain Consolidation Model for Land Subsidence;International Journal of Geomechanics;2018-11

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