A Viscoelastic-Plastic Creep Model for Initial Damaged Coal Sample Affected by Loading Rate

A Viscoelastic-Plastic Creep Model for Initial Damaged Coal Sample Affected by Loading Rate

Underground engineering rock masses are significantly affected by stress redistribution induced by mining or adjacent engineering disturbances, leading to initial damage accumulation in coal-rock masses. Under sustained geostress, these masses exhibit pronounced time-dependent creep behavior, posing...

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Bibliographic Details
Main Authors: Peng Huang, Yimei Wei, Meng Li, Erkan Topal, Xinyong Teng, Wei Wang
Format: Article
Language:English
Published: MDPI AG 2025-05-01
Series:Applied Sciences
Subjects:
loading rate
integer-order
creep model
viscoelastic-plastic model
Online Access:https://www.mdpi.com/2076-3417/15/10/5265
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