TIME DEPENDENT BEHAVIOR OF SOFT ROCK AND ITS ESSENTIAL INTERPRETATION
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/596/1998_596_1/_pdf
Reference12 articles.
1. 1) 例えば, 足立紀尚, 龍岡文夫: 土の力学 (III), 技報堂出版, 1981.
2. 2) Yong, R. N. and Japp, R. D.: Stress-strain behavior of clays in dynamic compression, vibrational effects of earthquakes on soil and foundations, ASTM, SIP, 450, pp. 233-262, 1969.
3. 3) 赤井浩一, 足立紀尚, 安藤信夫: 飽和粘土の応力-ひずみ-時間関係, 土木学会論文報告集, No. 225, pp, 53-61, 1974.
4. 4) Vaid, Y. P.: Time dependent shear deformation of clay, Proc. of the Intl. Conf. on Rheology and Soil mechanics, pp. 123-128, 1988.
5. 5) 足立紀尚, 岡二三生: 凍結砂のひずみ軟化型弾粘塑性構成式, 土木学会論文報告集, No. 454, pp. 75-81, 1992.
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