Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading-Reference-Cited by-同舟云学术

Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading

Published:2005-06 Issue:2 Volume:5 Page:114-124
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Indraratna B.¹²²³,Sathananthan I.¹²²³,Rujikiatkamjorn C.¹²²³,Balasubramaniam A. S.¹²²³

Affiliation:

1. Professor, Division of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author).

2. PhD Candidate, Division of Civil Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

3. Professor, School of Engineering, Griffith Univ., Gold Coast, QLD 4111, Australia; formerly, Asian Institute of Technology, Bangkok, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A2%28114%29

Reference22 articles.

1. Asian Institute of Technology (AIT). (1995). “The full-scale field test of prefabricated vertical drains for the Second Bangkok International Airport.” Final Rep. Vol. 1 Bangkok Thailand.

2. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. Am. Soc. Civ. Eng.,1948

3. Soil improvement by the vacuum preloading method for an oil storage station

4. Cognon J. M. Juran I. and Thevanayagam S. (1994). “Vacuum consolidation technology—Principles and field experience.” Proc. Conf. on Vertical and Horizontal Deformations of Foundations and Embankments Deformations College Station Tex. 1237–1248.

5. Soil improvement at Stockholm-Arlanda Airport

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