Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies

Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies

The instability of saturated granular soils in field conditions generates drastic collapse in terms of runoff deformation because of its failing to sustain naturally applied loading conditions such as earthquakes, wave actions and vibrations. The objective of this laboratory investigation is to stud...

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Bibliographic Details
Main Authors: Mahmoudi Youcef, Taiba Abdellah Cherif, Hazout Leila, Baille Wiebke, Belkhatir Mostefa
Format: Article
Language:English
Published: Sciendo 2018-10-01
Series:Studia Geotechnica et Mechanica
Subjects:
instability lines
dry funnel pluviation
wet deposition
overconsolidation ratio
sand-silt mixtures
Online Access:https://doi.org/10.2478/sgem-2018-0011

Internet

https://doi.org/10.2478/sgem-2018-0011

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