Experimental Study on the Characteristics of the Failure Strain Energy Density of Undisturbed Ice-Rich Frozen Clay

Experimental Study on the Characteristics of the Failure Strain Energy Density of Undisturbed Ice-Rich Frozen Clay

Using the triaxial shear or compressive strength as a single index of the resistance of frozen soils to failure does not always meet frozen soil engineering requirements for the comprehensive evaluation of the resistance. In this study, triaxial compression experiments were carried out on undisturbe...

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Bibliographic Details
Main Authors: Haimin Du, Shujuan Zhang, Wei Ma, Yanhu Mu, Tao Cheng, Yunzhi Zhang
Format: Article
Language:English
Published: MDPI AG 2023-01-01
Series:Atmosphere
Subjects:
undisturbed ice-rich frozen clay
triaxial compression
failure strain energy density
confined pressure
water content
Online Access:https://www.mdpi.com/2073-4433/14/2/203

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