New Viscoplastic Bounding Surface Subloading Model for Time-Dependent Behavior of Sands-Reference-Cited by-同舟云学术

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New Viscoplastic Bounding Surface Subloading Model for Time-Dependent Behavior of Sands

Published:2021-04 Issue:4 Volume:21 Page:04021034
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Askarinejad Farid¹,Halabian Amir M.²^ORCID,Hashemalhosseini S. Hamid³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan, Iran.

2. Associate Professor, P.Eng., Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan, Iran (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001979

Reference38 articles.

1. A numerical investigation of the structure of persistent shear bands in granular media;Bardet J. P.;Géotechnique,1991

2. A state parameter for sands;Been K.;Géotechnique,1985

3. Geotechnical problems involved in foundations of structures in the North Sea;Bjerrum L.;Géotechnique,1973

4. Effects of initial density on soil instability at high pressures;Bopp P. A.;J. Geotech. Geoenviron. Eng.,1997

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Kinematic hardening based coupled elastoplastic–viscoplastic model for describing time-dependent behavior of soils subjected to non-monotonic loadings;Computers and Geotechnics;2023-09

2. Unified Description of Thermoelastoplastic Behavior of Geomaterials Considering Interparticle Bonding;International Journal of Geomechanics;2022-06

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