Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides-Reference-Cited by-同舟云学术

Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides

Published:2021-11 Issue:11 Volume:147 Page:04021111
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Chen¹,Hawlader Bipul²^ORCID,Perret Didier³,Soga Kenichi⁴,Chen Jin⁵^ORCID

Affiliation:

1. Geotechnical Engineer, KGS Group Inc., 4310 Sherwoodtowne Blvd., Mississauga, ON, Canada L4Z 4C4; formerly, Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5.

2. Professor, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5 (corresponding author). ORCID: .

3. Senior Research Scientist, Natural Resources Canada, Geological Survey of Canada, Quebec City, QC, Canada G1K 9A9.

4. Donald H. McLaughlin Chair of Mineral Engineering, Chancellor’s Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 447 Davis Hall, Berkeley, CA 94720-1710.

5. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002626

Reference66 articles.

1. Geophysical and Geotechnical Characterization of a Sensitive Clay Deposit in Brownsburg, Quebec

2. Computational methods in Lagrangian and Eulerian hydrocodes

3. Contact in a multi-material Eulerian finite element formulation

4. Downhill progressive landslides in long natural slopes: triggering agents and landslide phases modeled with a finite difference method

5. The Third Terzaghi Lectures; Progressive Failure in Slopes of Overconsolidated Plastic Clay and Clay Shales

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