Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines-Reference-Cited by-同舟云学术

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Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines

Published:2025-09 Issue: Volume:196 Page:109494
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Norris Maya^ORCID,Farahani Ali^ORCID,Ghayoomi Majid^ORCID

Funder

National Science Foundation

Publisher

Elsevier BV

Reference94 articles.

1. Geotechnical earthquake engineering;Kramer,2024

2. Analysis of soil liquefaction: niigata earthquake;Seed;J Soil Mech Found Div,1967

3. Updates to a soil moisture-based global liquefaction model;Farahani;Jpn. Geotech. Soc. Spec. Publ.,2024

4. Features of liquefaction-induced damages;Towhata,2008

5. Review of soil liquefaction characteristics during major earthquakes of the twenty-first century;Huang;Nat Hazards,2013

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