Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading-Reference-Cited by-同舟云学术

Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading

Published:2021-08 Issue:8 Volume:147 Page:05021004
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Baral Pankaj¹,Indraratna Buddhima²,Rujikiatkamjorn Cholachat³,Kelly Richard⁴,Vincent Philippe⁵

Affiliation:

1. Geotechnical Design Engineer, Geotesta Pty Ltd., Level 1, 7 Business Park Dr., Notting Hill, VIC 3168, Australia; formerly, Research Associate, School of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

2. Distinguished Professor and Director, Transport Research Centre, Univ. of Technology Sydney, NSW 2007, Australia; Founding Director, ARC Training Centre for Advanced Technologies in Rail Track Infrastructure (ITTC-Rail), Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author).

3. Professor, School of Civil and Environmental Engineering, Univ. of Technology Sydney, NSW 2007, Australia.

4. Chief Technical Principal and General Manager Technical Excellence, SMEC-Australia and New Zealand Div., Level 6, 480 St Pauls Terrace, Fortitude Valley, QLD 4006, Australia.

5. Managing Director, Menard, 13-15 Lyonpark Rd., Macquarie Park, NSW 2113, 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.1943-5606.0002576

Reference34 articles.

1. Ariyarathna, P. R. C., H. S. Thilakasiri, and W. A. Karunawardena. 2010. “Vacuum consolidation of Sri Lankan peaty soil.” In Annual transactions of the institution of engineers, Sri Lanka, 27–37. Sri Lanka: Institution of Engineers.

2. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading;Bergado D. T.;J. Geotech. Eng.,1998

3. Vacuum consolidation and its combination with embankment loading

4. Vacuum-drain consolidation induced pressure distribution and ground deformation

5. Preloading clayey deposit by vacuum pressure with cap-drain: Analyses versus performance

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