Model for Large Strain Consolidation by Centrifuge-Reference-Cited by-同舟云学术

Model for Large Strain Consolidation by Centrifuge

Published:2005-12 Issue:4 Volume:5 Page:267-275
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fox Patrick J.¹²³,Lee Jangguen¹²³,Qiu Tong¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., Columbus, OH 43210.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., Columbus, OH 43210.

3. Project Engineer, Ninyo & Moore, San Diego, CA 92123; formerly, Graduate Research Assistant, Univ. of California-Los Angeles.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A4%28267%29

Reference19 articles.

1. Some measurements of the permeability of kaolin

2. Bloomquist D. G. and Townsend F. C. (1984). “Centrifugal modeling of phosphatic clay consolidation.” Proc. Symp. on Sedimentation/Consolidation Models: Prediction and Validation R. N. Yong and F. C. Townsend eds. ASCE New York 565–580.

3. Solution Charts for Finite Strain Consolidation of Normally Consolidated Clays

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