Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage-Reference-Cited by-同舟云学术

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Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage

Published:2020-04 Issue:4 Volume:20 Page:04020030
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Jiru¹,Luo Mingxing²^ORCID

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001637

Reference90 articles.

1. Influence of Particle Morphology on the Friction and Dilatancy of Sand

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

3. Calibration of a Comprehensive Hypoplastic Model for Granular Materials

4. Bauer E. and W. Wu. 1993. “A hypoplastic model for granular soils under cyclic loading.” In Proc. Int. Workshop on Modelling Approaches to Plasticity edited by D. Kolymbas 247–258. Amsterdam Netherlands: Elsevier.

5. A state parameter for sands

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