Generalized Plasticity Model for Sand with Enhanced State Parameters-Reference-Cited by-同舟云学术

Generalized Plasticity Model for Sand with Enhanced State Parameters

Published:2018-12 Issue:12 Volume:144 Page:04018108
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Cen W. J.¹,Luo J. R.²,Bauer E.³,Zhang W. D.⁴

Affiliation:

1. Associate Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Postgraduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Institute of Applied Mechanics, Graz Univ. of Technology, 8010 Graz, Austria.

4. Assistant Engineer, Dept. of Hydraulic Engineer, Hunan Hydro and Power Design Institute, Changsha 410021, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001534

Reference41 articles.

1. Bauer E. 1995. “Constitutive modelling of critical states in hypoplasticity.” In Proc. 5th Int. Symp. on Numerical Models in Geomechanics NUMOG-V edited by G. N. Pande and S. Pietruszczak 15–20. Rotterdam Netherlands: A.A. Balkema.

2. Calibration of a Comprehensive Hypoplastic Model for Granular Materials

3. Bauer E. L. Li and M. Khosravi. 2017. “Modelling grain damage under plane strain compression using a micro-polar continuum.” In Proc. 11th Int. Workshop on Bifurcation and Degradation in Geomaterials Dedicated to Hans Muhlhaus edited by E. Papamichos P. Papanastasiou E. Pasternak and A. Dyskin. Cham Switzerland: Springer.

4. A state parameter for sands

5. SIMULATION OF STRAIN LOCALIZATION: A REAPPRAISAL OF THE COSSERAT CONTINUUM

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