UNDRAINED MONOTONIC AND CYCLIC SHEAR CHARACTERISTICS OF SAND, CLAY AND INTERMEDIATE SOILS

Author:

ITO Shusaku1,HYODO Masayuki1,FUJII Teruhisa1,YAMAMOTO Yoichi1,TANIGUCHI Toshikazu1

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference30 articles.

1. 1) 地盤工学会: ジオテクノート2中間土―砂か粘土か―, 1992.

2. 2) 倉田進, 藤下利夫: 砂と粘土の工学的性質に関する研究. 運輸省港湾技術研究所報告, Vol. 11, No. 9, pp. 389-424, 1961.

3. 3) Georgiannou, V. N., Burland, J. B. and Hight, D. W.: The undrai ned behaviourof clayey sands in triaxial compression and exte nsion, Geotechnique, Vol. 40, No. 3, pp. 431-449, 1990.

4. 4) Georgiannou, V. N., Hights, D. W. and Burland, J. B.: Undrained behaviour of natural and model clayey sands, Soils and Foundation, Vol. 31, No. 3, pp17-29, 1991.

5. 5) 日本港湾協会: 港湾の施設の技術上の基準・同解説, pp. 241-245, 1999.

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