Study of strain behavior with drying and wetting in compacted Na-type bentonite
Author:
Affiliation:
1. Nuclear Facilities Division, Obayashi Corporation
2. Department of Civil Engineering, Ashikaga University
Publisher
The Japanese Geotechnical Society
Subject
Industrial and Manufacturing Engineering
Link
https://www.jstage.jst.go.jp/article/jgs/17/3/17_353/_pdf
Reference15 articles.
1. 1) 核燃料サイクル開発機構：我が国における高レベル放射性廃棄物地層処分の技術的信頼性, ―地層処分研究開発第2 次取りまとめ―分冊2 地層処分の工学技術, JNC TN1400 99-022, 1999.
2. 2) Alonso, E.E., Romero, E., Hoffmann, C., Garcıa-Escudero, E.: Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting, Engineering Geology, Vol. 81, No. 3, pp. 213–226, 2005.
3. 3) Al-Homoud, A.S., Basma, A.A., Husein Malkawi, A.I., Al Bashabsheh, M.A.: Cyclic swelling behavior of clays, Journal of Geotechnical Engineering, Vol. 121, No. 7, pp. 562-565, 1995.
4. 4) Day, R.W.: Swell-shrink behaviour of compacted clay, Journal of Geotechnical Engineering, Vol. 120, No. 3, pp. 618–623, 1994.
5. 5) Basma, A.A., Al-Homoud A.S., Husein Malkavi, A.I., Al-Bashabshah, M.A.: Swelling-shrinkage behavior of natural expansive clays, Apply Clay Science, Vol. 11, pp. 211–227,1995.
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