Investigation on damage creep constitutive model of rock under the coupled effect of freeze–thaw cycles and loading
Author:
Affiliation:
1. College of Civil Engineering and Architecture Zhejiang University Hangzhou China
2. Center for Balance Architecture Zhejiang University Hangzhou China
3. Architectural Design and Research Institute Zhejiang University Hangzhou China
Abstract
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Zhejiang University
Publisher
Wiley
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1111/ffe.14244
Reference64 articles.
1. Pore structure evolution and damage creep model of shale subjected to freeze–thaw treatment;Xuan ZQ;J Mater Res Technol,2022
2. Experimental study on the effect of freezing–thawing cycles on wind erosion of black soil in Northeast China;Liu TJ;Cold Reg Sci Technol,2017
3. Influence of freeze–thaw cycles on dynamic compressive strength and energy distribution of soft rock specimen;Ma QY;Cold Reg Sci Technol,2018
4. Shear creep behavior of red sandstone after freeze–thaw cycles considering different temperature ranges;Wang D;Bull Eng Geol Environ,2021
5. Investigation of rock salt layer creep and its effects on casing collapse;Taheri SR;Int J min Sci Technol,2020
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