Comparison in Undrained Shear Strength between Undisturbed and Remolded Ariake Clays-Reference-Cited by-同舟云学术

Comparison in Undrained Shear Strength between Undisturbed and Remolded Ariake Clays

Published:2006-02 Issue:2 Volume:132 Page:272-275
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hong Zhenshun¹²³⁴,Liu Songyu¹²³⁴,Shen Shuilong¹²³⁴,Negami Takehito¹²³⁴

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Transportation College, Southeast Univ., Nanjing 210096, P.R. China (corresponding author).

2. Professor, Institute of Geotechnical Engineering, Transportation College, Southeast Univ., Nanjing 210096, P. R. China.

3. Professor, Dept. of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200030, P. R. China.

4. Assistant Professor, Dept. of Civil Engineering, Saga Univ., Saga 840-8502, 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%282006%29132%3A2%28272%29

Reference18 articles.

1. Ariake Bay Research Group (1965). “Quaternary system of the Ariake and the Shiranui Bay areas with special reference to the Ariake clay.” The Association for the Geological Collaboration in Japan Gaiiinsatusyo Tokyo 1–86 (in Japanese).

2. Berre T. and Bjerrum L. (1973). “Shear strength of normally consolidated clays.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 1 Moscow 39–49.

3. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

4. On the compressibility and shear strength of natural clays

5. Comparison of Natural and Remolded Plastic Clay

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