Creep behavior of frozen soil and creep analytical model of frozen wall

Abstract Taking the Gubei Mine as the research object, indoor uniaxial creep tests were carried out at temperatures of −5, −10, and −15℃ under loads of 0.3, 0.5, and 0.7σs to study the creep characteristics of deep soil, Based on the Burgers rheological model and the auxiliary formula of viscoelasti...

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Bibliographic Details
Main Authors: ZhengDong Chen, Bin Lin, HaiJie Hou
Format: Article
Language:English
Published: Nature Portfolio 2025-04-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-91817-z
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