Responses of Excess Pore Water Pressure in Soft Marine Clay around a Soil–Cement Column-Reference-Cited by-同舟云学术

Responses of Excess Pore Water Pressure in Soft Marine Clay around a Soil–Cement Column

Published:2007-05 Issue:3 Volume:7 Page:167-175
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fang Zhen¹²,Yin Jian-Hua¹²

Affiliation:

1. Ove Arup and Partners Hong Kong Ltd., Hong Kong; formerly, Ph.D. Student, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong.

2. Professor and Head of Soil Mechanics Laboratory, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A3%28167%29

Reference36 articles.

1. Akai K. Ohnishi Y. Tamura T. and Yasukawa I. (1979). “Analytical and experimental study of consolidation with vertical sand drain.” Proc. 6th Asian Regional Conf. SMFE Southeast Asian Society of Soil Engineering Singapore Vol. 1 129–132.

2. Alamgir M. Miura N. and Madhav M. R. (1993). “Analysis of granular column reinforced ground—1: Estimation of interaction shear stress.” Report of the Faculty of Science and Engineering Saga Univ. Saga Japan 22(1) 111–118.

3. Baker S. (2000). “Deformation behavior of lime/cement column stabilized clay.” Doctoral thesis Chalmers Univ. of Technology Göteborg Sweden.

4. Broms B. B. (1979). “Problems and solutions to construction in soft clay.” Proc. 6th Asian Regional Conf. SMFE Southeast Asian Society of Soil Engineering Singapore Vol. 2 3–38.

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