Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles-Reference-Cited by-同舟云学术

Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Abid Mohammed Shakeel¹^ORCID,Rathod Deendayal²^ORCID,Vanapalli Sai K.³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620 015, Tamilnadu, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620 015, Tamilnadu, India (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Canada, Ottawa, ON, Canada K1N 6N5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7817

Reference72 articles.

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2. Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation;Alkhorshid N. R.;J. Rock Mech. Geotech. Eng.,2021

3. Large-scale load capacity tests on a geosynthetic encased column;Alkhorshid N. R.;Geotext. Geomembr.,2019

4. ASTM. 2011. Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM D4595. West Conshohocken, PA: ASTM.

5. Encapsulated stone columns as a soil improvement technique for collapsible soil;Ayadat T.;Proc. Inst. Civ. Eng. Ground Improv.,2005

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