Shear band analysis of silt-clay transition soils under three-dimensional stress-strain conditions

This paper investigates shear banding as a possible failure mode for silt–clay transition soils under general three-dimensional stress conditions. Drained and undrained true triaxial tests with constant b values were performed on tall prismatic specimens of such soils with systematically varying sil...

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Bibliographic Details
Main Authors: Pongpipat Anantanasakul, Victor N. Kaliakin
Format: Article
Language:English
Published: Elsevier 2024-12-01
Series:Soils and Foundations
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S0038080624001100
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