A BOUNDING SURFACE PLASTICITY MODEL TO SIMULATE SHAKEDOWN PHENOMENON IN EXPANSIVE UNSATURATED CLAYS UNDER CYCLIC HYDRAULIC LOADING
Numerous constitutive models have been developed to date based on the effective stress principle to perform \ qualitative and \ quantitative simulations of the hydro-mechanica...
Main Authors: | , |
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Format: | Article |
Language: | fas |
Published: |
Sharif University of Technology
2018-05-01
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Series: | مهندسی عمران شریف |
Subjects: | |
Online Access: | https://sjce.journals.sharif.edu/article_1319_6f38a1e27fd21475cb8c931fbba63b68.pdf |