Undrained Shear Strength of Pleistocene Clay in Osaka Bay-Reference-Cited by-同舟云学术

Undrained Shear Strength of Pleistocene Clay in Osaka Bay

Published:2002-03 Issue:3 Volume:128 Page:216-226
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Watabe Yoichi¹,Tsuchida Takashi²,Adachi Kakuichiro³

Affiliation:

1. Senior Researcher, Soil Mechanics and Geo-Environment Division, Port and Airport Research Institute, 3-1-1, Nagase, Yokosuka, Kanagawa 239-0826, Japan.

2. Head, Soil Mechanics and Geo-Environment Division, Port and Airport Research Institute, 3-1-1, Nagase, Yokosuka, Kanagawa 239-0826, Japan.

3. Professor, Dept. of Civil Engineering, Shibaura Institute of Technology, 3-9-14, Shibaura, Minato-ku, Tokyo 108-8548, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A3%28216%29

Reference24 articles.

1. Andresen A. A. A. and Kolstad P. (1979). “The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials.” State of the Art on Current Practice of Soil Sampling. Proc. Int. Symposium of Soil Sampling Singapore 13–21.

2. Berre T. and Bjerrum L. (1973). “Shear strength of normally consolidated clays.” Proc. 8th ICSMFE Moscow 39–49.

3. Bjerrum L. (1973). “Problems of soil mechanics and construction on soft clays and structurally unstable soils.” State of the Art Report. Proc. 8th ICSMFE Moscow 111–159.

4. Limitations of Conventional Analysis of Consolidation Settlement

5. Hanzawa H. (1982). “Undrained strength characteristics of alluvial marine clays and their application to short term stability problems.” Thesis of Dr. Eng. Univ. of Tokyo.

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