Investigation of Development of the Earth Pressure Coefficient at Rest in Clay During Creep in the Framework of Hyper-Viscoplasticity-Reference-Cited by-同舟云学术

Investigation of Development of the Earth Pressure Coefficient at Rest in Clay During Creep in the Framework of Hyper-Viscoplasticity

Published:2021-01 Issue:1 Volume:21 Page:04020235
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Grimstad Gustav¹^ORCID,Long Michael²,Dadrasajirlou Davood³,Amiri Seyed Ali Ghoreishian³

Affiliation:

1. PoreLab, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway (corresponding author). ORCID: .

2. UCD School of Civil Engineering, Univ. College Dublin, Dublin, Ireland.

3. PoreLab, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001883

Reference30 articles.

1. A systematic procedure for constructing critical state models in three dimensions

2. Finite Strain Theory Applied to Gassy Mud Consolidation

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