Breakage-Dependent Fractional Plasticity Model for Sands-Reference-Cited by-同舟云学术

Breakage-Dependent Fractional Plasticity Model for Sands

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹,Zhang Xuanming²,Wang Chenggui³,Cui Hao⁴,Liu Hanlong⁵

Affiliation:

1. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, State Key Laboratory of Coal Mine Disaster Dynamics and Control, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Master’s Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

4. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

5. Professor and Vice President, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8140

Reference83 articles.

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3. Calibration of a comprehensive hypoplastic model for granular materials;Bauer E.;Soils Found.,1996

4. A state parameter for sands;Been K.;Geotechnique,1985

5. An elastoplastic constitutive model for frozen saline coarse sandy soil undergoing particle breakage;Chang D.;Acta Geotech.,2019

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