Large-Strain Vacuum-Assisted Consolidation with Non-Darcian Radial Flow Incorporating Varying Permeability and Compressibility-Reference-Cited by-同舟云学术

Large-Strain Vacuum-Assisted Consolidation with Non-Darcian Radial Flow Incorporating Varying Permeability and Compressibility

Published:2017-01 Issue:1 Volume:143 Page:04016088
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Indraratna Buddhima¹,Zhong Rui²,Fox Patrick J.³,Rujikiatkamjorn Cholachat⁴

Affiliation:

1. Distinguished Professor of Civil Engineering and Director of Centre for Geomechanics and Railway Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author).

2. Research Fellow, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

3. Professor, Department Head, John A. and Harriette K. Shaw Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett, University Park, PA 16802.

4. Associate Professor, Centre for Geomechanics and Railway Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

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%29GT.1943-5606.0001599

Reference32 articles.

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3. Effect of the Smear and Transition Zones around Prefabricated Vertical Drains Installed in a Triangular Pattern on the Rate of Soil Consolidation

4. Effect of Soil Disturbance on Consolidation By Prefabricated Vertical Drains Installed in a Rectangular Pattern

5. Smear Effects of Vertical Drains on Soft Bangkok Clay

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