Numerical study on finite element implementation of hypoplastic models-Reference-Cited by-同舟云学术

Numerical study on finite element implementation of hypoplastic models

Published:2015-07 Issue: Volume:68 Page:78-90
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Ding Yutang,Huang Wenxiong,Sheng Daichao,Sloan Scott W.

Funder

China National Natural Science Foundation

111 project of China Ministry of Education

Chinese Scholarship Council

Australian Research Council Centre of Excellence for Geotechnical Science and Engineering

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Abbo AJ. Finite element algorithms for elastoplasticity and consolidation [PhD thesis].University of Newcastle,Australia; 1997.

2. Abbo AJ, Sloan SW. SNAC, User manual, Version 2.0. Department of Civil, Surveying and Environmental Engineering, University of Newcastle, Callaghan, Australia; 2000.

3. Computational methods in elasticity and plasticity: solids and porous media;Anandarajah,2011

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

5. Investigations of shear banding in an anisotropic hypoplastic material;Bauer;Int J Solids Struct,2004

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