Large Strain Consolidation Model for Land Subsidence-Reference-Cited by-同舟云学术

Large Strain Consolidation Model for Land Subsidence

Published:2018-11 Issue:11 Volume:18 Page:06018028
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hall Kaitlin M.¹,Fox Patrick J.²

Affiliation:

1. Graduate Research Assistant, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (corresponding author).

2. Shaw Professor and Head, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001267

Reference21 articles.

1. Surface Flow Boundary Conditions in Modeling Land Subsidence Due to Fluid Withdrawal

2. The influence of faults in basin-fill deposits on land subsidence, Las Vegas Valley, Nevada, USA

3. 1D analysis of land subsidence in Shanghai;Chai J.;Lowland Technol. Int.,2005

4. Development and application of a regional land subsidence model for the plain of Tianjin

5. Dassargues A. and X. Li 1991. “Computing the land subsidence in Shanghai by a finite element method.” In Proc. 4th Int. Symp. on Land Subsidence IAHS Pub. No. 200 edited by A. I. Johnson 613–624. London: International Association of Hydrological Sciences.

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