Shear characteristics of compacted bentonites immersed in KOH and KOH-NaOH solutions

Author:

Watanabe Yasutaka1,Yokoyama Shingo1

Affiliation:

1. Central Research Institute of Electric Power Industry

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference19 articles.

1. 1) Japan Society of Civil Engineering (2009): Yoyuushindosyobun ni okeru chikashindono sekkei hinshitukanri oyobi kensa no kangaekata, ISBN 978-4-8106-0691-1, Japan Society of Civil Engineering (in Japanese).

2. 2) Namioka, S., Masuda, R., Chijimatsu, M. and Shimizu, H. (2017): Analysis of the deformation following performance of bentonite/sand mixture, Proceedings of 7th International Conference on Clays in Natural and Engineered Barriers for Radioactive Waste Confinement, Davos, Switzerland, 636-638.

3. 3) Gaucher, E.C. and Blanc, P. (2006): Cement/clay interactions - A review: Experiments, natural analogues, and modeling. Waste Management, 26, 778-788.

4. 4) Savage, D., Walker, C., Arthur, R., Rochelle, C., Oda, C. and Takase, H. (2007): Alteration of bentonite by hyperalkaline fluids: A review of the role of secondary minerals. Phys. Chem. Earth, 32, 287-297.

5. 5) Miyoshi, S., Morikami, S., Kimura, Y., Jinno, T. and Yamamoto, S. (2011): Laboratory experiments on the alteration of highly-compacted bentonite by alkaline solution and the effects on physical properties. Proceedings of ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management, France, 1-4.

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