Quality evaluation of undisturbed sample taken from seabed in Tokyo Bay based on various strength tests-Reference-Cited by-同舟云学术

Quality evaluation of undisturbed sample taken from seabed in Tokyo Bay based on various strength tests

Published:2017 Issue:1 Volume:12 Page:135-149
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

TSUCHIDA Takashi¹,NOGUCHI Takatoshi²,WATABE Yoichi³

Affiliation:

1. Institute of Engineering, Hiroshima University

2. Department of Port and Airport, Kanto Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism

3. Faculty of Engineering, Hokkaido University

Publisher

The Japanese Geotechnical Society

Subject

Industrial and Manufacturing Engineering

Link

https://www.jstage.jst.go.jp/article/jgs/12/1/12_135/_pdf

Reference9 articles.

1. 1) Nakase, A.: The φ= 0 analysis of stability and unconfined compression strength, Soils and Foundations, Vol.7, No.2, pp.33-50, 1967.

2. 4) Tsuchida, T.: Evaluation of undrained shear strength of soft clay with consideration of sample quality, Soils and Foundations, Vol.40, No.3, pp.29-42, 2000.

3. 7) Hanzawa, H.: Field and laboratory behavior of Khor Al-Zubair clay, Iraq, Soils and Foundations, Vol.17, No.4, pp.17-30,1977.

4. 8) Jamiolkowski, M. ,Ladd, C.C., Germaine, J.T. and Lancellotta, R. : New developments in field and laboratory testing of soils, Theme Lecture 2, Proc. 11th I.C.S.M.F.E., San Francisco, Vol.1, 57-153.1985.

5. 10) Watabe, Y., Tsuchida, T. and Adachi, K. : Undrained shear strength of Pleistocene clay in Osaka Bay, Journal of Geotechnical and Geoenvironmental Engineering, A.S.C.E., Vol.128, No.3,pp.216-226, 2002.

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