Simulation of swelling pressure evolution during infiltration in a bentonite block-pellet laboratory scale test
Author:
Affiliation:
1. Postdoctoral Researcher, Department of Civil Engineering, Aalto University
2. Assistant Professor, Department of Civil Engineering, Aalto University
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/7/2/7_v07.052/_pdf
Reference22 articles.
1. 1) Abed, A. (2008): Numerical modeling of expansive soil behavior, Instituts fur Geotechnik (IGS).
2. 2) Abed, A. and Sołowski, W. (2017): A study on how to couple thermo-hydro-mechanical behaviour of unsaturated soils: Physical equations, numerical implementation and examples, Computers and Geotechnics, 92, 132-155.
3. 3) Abed, A. and Sołowski, W. (2019): Applications of a New THMC Coupled Code "Thebes", Environmental Geotechnics (in press).
4. 4) Abed, A., Laitinen, M., Lamsa, J., et al. (2016): Hydro-mechanical modelling of MX-80 bentonite: one dimensional study, Proceeding of E-UNSAT 2016, Paris, France.
5. 5) Alonso, E., Gens, A. and Josa, A. (1990): A constitutive model for partially saturated soils, Geotechnique 40(3), 405-430.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. The homogenisation behaviour of BCV bentonite – A laboratory and numerical study;Applied Clay Science;2023-09
2. Pellets/block bentonite barriers: Laboratory study of their evolution upon hydration;Engineering Geology;2021-10
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