A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils-Reference-Cited by-同舟云学术

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A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils

Published:2019-01 Issue: Volume:105 Page:211-227
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Tropeano Giuseppe,Chiaradonna Anna^ORCID,d'Onofrio Anna,Silvestri Francesco

Funder

University of Washington

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Soil liquefaction in Kathmandu valley due to 25 April 2015 Gorkha, Nepal earthquake;Gautam;Soil Dynam Earthq Eng,2015

2. Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake;Chiaradonna;Soil Dynam Earthq Eng,2012

3. System response of liquefiable deposits;Cubrinovski;Soil Dynam Earthq Eng,2018

4. International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): verification phase based on canonical cases;Régnier;Bull Seismol Soc Am,2016

5. PRENOLIN: International benchmark on 1D nonlinear site-response analysis - Validation phase exercise;Régnier;Bull Seismol Soc Am,2018

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2. A nonlinear dynamic constitutive model of cohesive soil-captured cyclic strain softening characteristics;Soil Dynamics and Earthquake Engineering;2024-08

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4. A Simplified Model to Predict the Repeated Shear Strain during the Cyclic Triaxial Test by Using an Elastic Coefficient-Damping Ratio System;Applied Sciences;2024-05-15

5. A new simple masing-type soil nonlinear model considering modified damping and its application on KiK-net site response;European Journal of Environmental and Civil Engineering;2024-05-08

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