Performance of Composite PVD–SC Column Foundation under Embankment through Plane-Strain Numerical Analysis-Reference-Cited by-同舟云学术

Performance of Composite PVD–SC Column Foundation under Embankment through Plane-Strain Numerical Analysis

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nguyen Ba-Phu¹^ORCID,Nguyen Thanh Trung²,Nguyen Thi Hai Yen³,Tran Thanh-Danh⁴

Affiliation:

1. Dept. of Civil Engineering, Industrial Univ. of Ho Chi Minh City, Ho Chi Minh City 700000, Vietnam (corresponding author). ORCID: .

2. Transport Research Centre, Univ. of Technology Sydney, Ultimo 2007, NSW, Australia.

3. Dept. of Civil Engineering, Industrial Univ. of Ho Chi Minh City, Ho Chi Minh City 700000, Vietnam.

4. Dept. of Civil Engineering, Ho Chi Minh City Open Univ., Ho Chi Minh City 700000, Vietnam.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002494

Reference72 articles.

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3. Brinkgreve, R. B. J., L. M. Zampich, and N. Ragi Manoj. 2017. Plaxis: Finite element code for soil and rock analyses: Version 17. Rotterdam, Netherlands: Balkema.

4. Bergado, D. T., L. R. Anderson, N. Miura, and A. S. Balasubramaniam. 1996. Soft ground improvement, in lowland and other environments. New York: ASCE Press.

5. Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the new Bangkok international airport project;Bergado D. T.;Can. Geotech. J.,2002

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