Evaluation of undrained shear strength of marine clay by constant-volume direct box shear test-Reference-Cited by-同舟云学术

Evaluation of undrained shear strength of marine clay by constant-volume direct box shear test

Published:2023-03-01 Issue:1 Volume:18 Page:67-80
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

TSUCHIDA Takashi¹,NOGUCHI Takatoshi²,MORIKAWA Yoshiyuki³,HATAKEYAMA Masanori⁴,YAMANE Nobuyuki⁵

Affiliation:

1. Resilient Research Center of Hiroshima University, Tsuchida Geotechnical Laboratory

2. Waterfront Vitalization and Environment Research Foundation

3. Port and Airport Research Institute (PARI), National Institute of Maritime, Port and Aviation Technology

4. Oyo Corporation, Core-Labo Testing Center

5. Toa Corporation, Research Development Center

Publisher

The Japanese Geotechnical Society

Subject

Industrial and Manufacturing Engineering

Link

https://www.jstage.jst.go.jp/article/jgs/18/1/18_67/_pdf

Reference34 articles.

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2. 2) Berre, T., Bjerrum, L.: Shear strength of normally consolidated clays, Proc. of 8th ICSMFE, Vol.1, pp.39-49, 1973.

3. 3) Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., Poulous, H.G.: Stress-deformation and strength characteristics, State of the Art Report, Proc. of 9th ICSMFE, Vol.4, pp.421-494, 1977.

4. 4) Jamiolkowski, M., Ladd, C.C., Germaine, J.T., Lancellotta, R.: New developments in field and laboratory testing of soils, Theme Lecture 2, Proc. of 11th I.C.S.M.F.E., Vol.1, pp.57-153, 1985.

5. 5) 地盤工学会：地盤材料試験の方法と解説（第一回改訂版）, 第 7 編変形・強度試験, 第 3 章土の三軸試験, 3.4 K₀圧密した土の三軸試験, 3.4.1 地盤工学会基準「土の K₀圧密非排水三軸圧縮(K₀CUC)試験方法」(JGS 0525-2020), pp.644-649, 2020.