A UNIFIED LAW FOR DILATANCY UNDER MULTI-DIRECTIONAL SIMPLE SHEARING
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/412/1989_412_143/_pdf
Reference12 articles.
1. 1) 軽部大蔵・福岡良武: 砂のXYシンプルシア試験, 昭和49年度土木学会関西支部年次学術講演会III-3, pp. 1-2, 1974.
2. 2) Pyke, R., Seed, H. B. and Chan, C. K.: Settlement of sands under multidirectional shaking, JGED, ASCE, Vol. 101, No. GT4, pp. 379-398, 1975.
3. 3) 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.
4. 4) Tokimatsu, K. and Yoshimi, Y.: Liquefaction of sand due to multidirectional cyclic shear, Soils and Foundations, Vol. 22, No. 3, pp. 126-130, 1982.
5. 5) 竹田一夫・松岡元・福武毅芳: 水平面内全方向単純せん断試験機による砂の繰返しせん断特性, 第38回十木学会年次講演会III-22, pp. 43-44, 1983.
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