Analytical Solution for the Consolidation Behavior of Deep Cement Mixed Column–Improved Ground-Reference-Cited by-同舟云学术

Analytical Solution for the Consolidation Behavior of Deep Cement Mixed Column–Improved Ground

Published:2017-09 Issue:9 Volume:17 Page:04017065
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wijerathna Manasi¹,Liyanapathirana D. S.²,Jian Leo Chin³

Affiliation:

1. Ph.D. Candidate, School of Computing, Engineering and Mathematics, Western Sydney Univ., Locked Bag 1797, Penrith, NSW 2751, Australia.

2. Associate Professor, Geotechnical Engineering, School of Computing, Engineering and Mathematics, Western Sydney Univ., Locked Bag 1797, Penrith, NSW 2751, Australia (corresponding author).

3. Professor, Geotechnical Engineering, School of Computing, Engineering and Mathematics, Western Sydney Univ., Locked Bag 1797, Penrith, NSW 2751, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000954

Reference30 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Consolidation around stone columns. Influence of column deformation

3. Simple Method of Modeling PVD-Improved Subsoil

4. Discussion: Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay

5. A method for predicting consolidation settlements of floating column improved clayey subsoil

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