SHEAR CHARACTERISTICS OF SILT CONTAINING SAND
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1993/463/1993_463_25/_pdf
Reference13 articles.
1. 1) 森伸一郎・沼田淳紀・境野典夫・長谷川昌弘: 埋立地の液状化で生じた噴砂の諸特性, 土と基礎, Vol. 39-2, No. 397, pp. 17-22, 1991.
2. 2) 柳沢栄司・森伸一郎: 1989年ロマプリエタ地震における液状化現象について, 第45回年次学術講演会講演概要集/III, pp. 690-691, 1990.
3. 3) 石原研而・袖川正人: 細粒分を含む飽和砂の液状化, 第8回土質工学研究発表会講演集, pp. 323-326, 1973.
4. 4) 草野郁: 細粒分を含む砂質地盤の液状化強度の推定法, 土木学会論文報告集, 第418号/III-13, pp. 55-64, 1990.
5. 5) Ishihara, K. and Yamazaki, F.: Cyclic Simple Shear Tests on Saturated Sand in Multi-Directional Loading, Soils and Foundations, Vol. 20, No. 1, pp. 45-59, 1980.
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