Viscosity Effects on One-Dimensional Consolidation of Clay-Reference-Cited by-同舟云学术

Viscosity Effects on One-Dimensional Consolidation of Clay

Published:2003-09 Issue:1 Volume:3 Page:99-110
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hawlader Bipul C.¹,Muhunthan Balasingam²,Imai Goro³

Affiliation:

1. Research Engineer, C-CORE, Memorial Univ. of Newfoundland, St. John’s NL, Canada A1B 3X5.

2. Associate Professor, Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910.

3. Professor, Dept. of Civil Engineering, Yokohama National Univ., 79-5 Tokiwadai, Hodogaya-ku, Yokohama 240-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282003%293%3A1%2899%29

Reference30 articles.

1. Aboshi H. (1973). “An experimental investigation on the similitude in the consolidation of a soft clay including the secondary creep settlement.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Moscow 88.

2. Aboshi H. (1995). “Case records of long-term measurement of consolidation settlement.” Key Note Lecture on Compression and Consolidation of Clayey Soil IS-Hiroshima Vol. 2 Japan Balkema Rotterdam The Netherlands 847–872.

3. State of art: Evaluation and interpretation of soil consolidation tests.;Crawford C. B.;ASTM Spec. Tech. Publ.,1986

4. The Theory of One-Dimensional Consolidation of Saturated Clays

5. Hawlader B. C. (1998). “Elasto-viscoplastic analysis of one-dimensional consolidation of soft clay.” PhD thesis Yokohama National Univ. Yokohama Japan.

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