A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage-Reference-Cited by-同舟云学术

A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Qian Haoyong¹,Wu Wei²,Du Xiuli³,Xu Chengshun⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

2. Professor, Institut für Geotechnik, Univ. für Bodenkultur Wien, Vienna 1180, Austria.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Professor, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author)..

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8134

Reference62 articles.

1. Critical state behaviour of weakly bonded soil in drained state

2. Changes to particle characteristics associated with the compression of sands

3. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

4. Hypoplastic modelling of moisture-sensitive weathered rockfill materials

5. A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects

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