Undrained Stability of Unsupported Rectangular Excavations: Anisotropy and Non-Homogeneity in 3D

Undrained Stability of Unsupported Rectangular Excavations: Anisotropy and Non-Homogeneity in 3D

The stability of unsupported rectangular excavations in undrained clay is examined under the influence of anisotropy and heterogeneity using the three-dimensional finite element upper and lower bound limit analysis with the Anisotropic Undrained Shear (AUS) failure criterion. Three anisotropic undra...

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Bibliographic Details
Main Authors: Van Qui Lai, Jim Shiau, Suraparb Keawsawasvong, Sorawit Seehavong, Lowell Tan Cabangon
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Buildings
Subjects:
stability
excavations
anisotropy
heterogeneity
finite element limit analysis
Online Access:https://www.mdpi.com/2075-5309/12/9/1425

Internet

https://www.mdpi.com/2075-5309/12/9/1425

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