Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions-Reference-Cited by-同舟云学术

Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions

Published:2023-10 Issue: Volume:173 Page:108056
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Tomasello Giuseppe,Porcino Daniela Dominica

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference89 articles.

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2. Laboratory study on pore pressure generation and liquefaction of low-plasticity silty sandy soils during the 2012 earthquake in Italy;Porcino;J Geotech Geoenviron Eng,2016

3. Prediction of earthquake-induced liquefaction for level and gently sloped ground;Chiaro,2013

4. Earthquake-resistant design of earth dams;Seed,1981

5. Liquefaction and cyclic mobility of saturated sands;Castro;J Geotech Geoenviron Eng,1975

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3. Combined Effect of Non-Plastic Fines and Stress Anisotropy on Cyclic Behavior of Bushehr Calcareous Sand;2024