Numerical Modeling of Pumping-Induced Earth Fissures Using Coupled Quasi-Static Material Point Method-Reference-Cited by-同舟云学术

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Numerical Modeling of Pumping-Induced Earth Fissures Using Coupled Quasi-Static Material Point Method

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Sha¹^ORCID,Zhang Yun²,Wu Jichun³,Yu Jun⁴,Gong Xulong⁵^ORCID

Affiliation:

1. Ph.D. Candidate, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Ave., Nanjing 210023, China. ORCID: .

2. Professor, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Ave., Nanjing 210023, China (corresponding author).

3. Professor, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Ave., Nanjing 210023, China.

4. Senior Engineer, Geological Survey of Jiangsu Province, 700 Zhujiang Ave., Nanjing 210008, China.

5. Geotechnical Engineer, Geological Survey of Jiangsu Province, 700 Zhujiang Ave., Nanjing 210008, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11167

Reference53 articles.

1. Resistance curves for crack growth under plane-stress conditions in an elastic perfectly-plastic material

2. Elastic crack growth in finite elements with minimal remeshing

3. Solution of quasi-static large-strain problems by the material point method;Beuth L.;Int. J. Numer. Anal. Methods Geomech.,2011

4. General Theory of Three‐Dimensional Consolidation

5. The principle of effective stress;Bishop A. W.;Tekniske Ukeblad,1959

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