Liquefaction potential of reinforced soil by stone columns-Reference-Cited by-同舟云学术

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Liquefaction potential of reinforced soil by stone columns

Published:2024-04-10 Issue: Volume: Page:1-18
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

BenSalem Zeineb¹^ORCID,Frikha Wissem²^ORCID,Bouassida Mounir²^ORCID

Affiliation:

1. Civil engineering, University of Carthage, Institut Supérieur des Technologies de l’Environnement de l’Urbanisme et de Bâtiment, Tunis, Tunisia

2. Civil Engineering, Université de Tunis El Manar – Ecole Nationale d’Ingénieurs de Tunis, Tunis, Tunisia

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2330564

Reference69 articles.

1. Mitigation of liquefaction and associated ground deformations by stone columns

2. Stone columns as liquefaction countermeasure in non-plastic silty soils

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques

5. Ashford S.A. et al. 2000. Liquefaction mitigation using stone columns around deep foundation:Full scale test results. Transportation Research Record 1736 Paper No. 00-1408 Journal of the Transportation Research Board p. 110–118.

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