Modelling equivalent elastic properties of imperfectly bonded soil-rock mixtures using an XFEM-based computational homogenization-Reference-Cited by-同舟云学术

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Modelling equivalent elastic properties of imperfectly bonded soil-rock mixtures using an XFEM-based computational homogenization

Published:2022-04 Issue: Volume:144 Page:104638
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Norouzi Emad,Li Biao,Emre Erkmen R.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Mechanical behavior of bimrocks having high rock block proportion;Afifipour;Int. J. Rock Mech. Min. Sci.,2014

2. Elastic crack growth in finite elements with minimal remeshing;Belytschko;Int. J. Numer. Methods Eng.,1999

3. Nonlinear finite elements for continua and structures;Belytschko,2013

4. Benoussan, A., Lions, J.L., Papanicolau, G., 1978. Asymptotic analysis for periodic structures. North-Holland Amsterdam.

5. An extended finite element library;Bordas;Int. J. Numer. Methods Eng.,2007

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