Post-liquefaction settlement analysis of shallow foundations: numerical modeling and effective parameters-Reference-Cited by-同舟云学术

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Post-liquefaction settlement analysis of shallow foundations: numerical modeling and effective parameters

Published:2024-08-27 Issue: Volume: Page:1-14
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Lashgari Ali¹,Nojavan Nima²,Jafarian Yaser²³

Affiliation:

1. Department of the Built Environment, Aalborg University, Aalborg, Denmark

2. Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

3. Geo-Engineering Unit, Deltares, Delft, Netherlands

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2395711

Reference32 articles.

1. Subsidence of Building Foundation Resting Upon Liquefied Subsoil: Case Studies and Assessment

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

3. Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns

4. Simple Plasticity Sand Model Accounting for Fabric Change Effects

5. On evaluation of shear modulus parameter (G0) in SANISAND constitutive model

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