Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils-Reference-Cited by-同舟云学术

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Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils

Published:2024-06 Issue:3 Volume:64 Page:101466
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Mele Lucia,Lirer Stefania,Flora Alessandro

Publisher

Elsevier BV

Reference53 articles.

1. Deformation mechanisms under shallow foundations on liquefiable layers of varying thickness;Adamidis;Géotechnique,2018

2. ASTM D4253-06 2006. Standard test methods for maximum index density and unit weight of soils using a vibratory table“, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

3. ASTM D4254-06 2006. Test methods for minimum index density and unit weight of soils and calculation of relative density, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

4. ASTM D6528-17 2017. Standard test method for consolidated undrained direct simple shear testing of fine grain soils. ASTM International: West Conshohocken.

5. ASTM D8296-19 2019. Standard test method for consolidated undrained cyclic direct simple shear test under constant volume with load control or displacement control.

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1. Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns;Ocean Engineering;2024-10

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