Hostname: page-component-cd9895bd7-q99xh Total loading time: 0 Render date: 2024-12-23T15:54:55.231Z Has data issue: false hasContentIssue false

Coupled chemical-hydraulic-mechanical modelling of long-term alteration of bentonite

Published online by Cambridge University Press:  09 July 2018

T. Ishii*
Affiliation:
Radioactive Waste Management Funding and Research Center, 1-15-7, Tsukishima, Chuo-ku, Tokyo, 104-0052, Japan
R. Yahagi
Affiliation:
Radioactive Waste Management Funding and Research Center, 1-15-7, Tsukishima, Chuo-ku, Tokyo, 104-0052, Japan
H. Owada
Affiliation:
Radioactive Waste Management Funding and Research Center, 1-15-7, Tsukishima, Chuo-ku, Tokyo, 104-0052, Japan
I. Kobayashi
Affiliation:
Kajima Corporation, 2-19-1, Tobitakyu, Chofu-shi, Tokyo, 182-0036, Japan
M. Takazawa
Affiliation:
Mitsubishi Material Corporation, 1-297, Kitabukuro-cho, Omiya-ku, Saitama-shi, Saitama, 330-8508, Japan
K. Yamaguchi
Affiliation:
Mitsubishi Material Corporation, 1-297, Kitabukuro-cho, Omiya-ku, Saitama-shi, Saitama, 330-8508, Japan
Y. Takayama
Affiliation:
Graduate School of Engineering, Kobe University, Kobe-shi, 657-8501, Japan
S. Tsurumi
Affiliation:
Graduate School of Engineering, Kobe University, Kobe-shi, 657-8501, Japan
A. Iizuka
Affiliation:
Research Center for Urban Safety and Security, Kobe University, Kobe-shi, 657-8501, Japan
*
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

In order to evaluate the long-term behaviour of the engineered barriers in geological disposal sites for transuranic element-bearing (TRU) waste, an evaluation by numerical analysis is required. Although chemical and hydraulic/mechanical analyses have been conducted independently until now, essentially both type of phenomena occur simultaneously and produce synergistic effects. Therefore, we focused attention on the buffer (bentonite) engineered barrier and conducted a study of which involved incorporating hydraulic/mechanical phenomena into the chemical analysis of bentonite alteration. The simulations employed weakly-coupled chemical and hydraulic/mechanical effects to study the behaviour in one dimension.

The results showed that the dissolution of the montmorillonite is suppressed in the buffer section nearest the cement material. Moreover, in order to achieve a fully coupled analysis in future, the present study also identifies issues that need to be resolved.

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
Copyright © The Mineralogical Society of Great Britain and Ireland 2013 This is an Open Access article, distributed under the terms of the Creative Commons Attribution license. (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Mineralogical Society of Great Britain and Ireland 2013

References

Kanazawa, S. (2010) Mechanical evaluation of compacted soil structures based on mathematical modeling of unsaturated soils. PhD thesis, Kobe University, Kobe-shi, Japan.Google Scholar
Kobayashi, I., Owada, H. & Ishii, (2011) Hydraulic/ mechanical modeling of smectite materials for HMC analytical evaluation of the long term performance of TRU geological repository. Proceedings of the 14th International Conference on Environmental Remediation and Radioactive Waste Management ICEM2011.Google Scholar
Xie, M., Bauer, S., Kolditz, O., Nowak, T. & Shao, (2006) Numerical simulation of reactive processes in an experiment with partially saturated bentonite. Journal of Contaminant Hydrology, 83, 122–147.10.1016/j.jconhyd.2005.11.003Google Scholar
Zheng, L., Samper, J., Montenegro, L. & Fernández, A.M. (2010) A coupled THMC model of a heating and hydration laboratory experiment in unsaturated compacted FEBEX bentonite. Journal of Hydrology, 386, 80–94.10.1016/j.jhydrol.2010.03.009Google Scholar