Modelling the Triaxial Compression Behavior of Loess Using the Disturbed State Concept

Modelling the Triaxial Compression Behavior of Loess Using the Disturbed State Concept

This paper investigates the triaxial compression behaviour of Q3 loess soil and the construction of a constitutive model accounting for the structural effect of loess on the basis of the disturbed state concept. By analyzing the triaxial compression testing results, we have established a new disturb...

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Bibliographic Details
Main Authors:	Yali Xu, Panpan Guo, Yixian Wang, Cheng-Wei Zhu, Kang Cheng, Gang Lei
Format:	Article
Language:	English
Published:	Wiley 2021-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2021/6638715
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