Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground-Reference-Cited by-同舟云学术

Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Basack Sudip¹^ORCID,Nimbalkar Sanjay²^ORCID,Karakouzian Moses³^ORCID,Bharadwaj Sameer⁴,Xie Zhenkun⁵,Krause Nathan⁶

Affiliation:

1. Principal, Elitte College of Engineering, Affiliated: MAKA Univ. of Technology, Kolkata, India; formerly, ARC Research Academic, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW, Australia (corresponding author). ORCID: .

2. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Australia. ORCID: .

3. Professor of Civil Engineering, Director, International Recycled Rubber Products Initiative, Department of Civil and Environmental Engineering, Univ. of Nevada, Las Vegas. ORCID: .

4. Site Engineer, Acciona Infrastructure Australia; Formerly, Graduate Student, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW, Australia.

5. Site Engineer, Ericon Building Pty. Ltd., Australia; formerly, Graduate Student, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW, Australia.

6. Graduate Student, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002321

Reference62 articles.

1. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit

2. Almeida S. S. M. I. Hosseinpour and B. S. Lima. 2019. “Field studies of stone columns and geosynthetic-encased columns.” In Proc. XVI Pan-American Conf. on Soil Mechanics and Geotechnical Engineering . 166–180. Amsterdam The Netherlands: IOS Press. https://doi.org/10.3233/ASMGE190014.

3. Finite element modelling of marine clay deformation under reclamation fills

4. ASTM. 2004. Standard method of deep quasi-static cone and friction-cone penetration tests of soil. ASTM Standard D 3441. West Conshohocken PA: ASTM.

5. Analysis of rigid rafts supported by granular piles

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