An elastoplastic model of frost deformation for the porous rock under freeze-thaw
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference49 articles.
1. Critical degree of saturation: a control factor of freeze–thaw damage of porous limestones at Castle of Chambord, France;Al-Omari;Eng. Geol.,2015
2. Unsaturated poroelasticity for crystallization in pores;Coussy;Comput. Geotech.,2007
3. Poroelastic model for concrete exposed to freezing temperatures;Coussy;Cement. Concrete. Res.,2008
4. Microporomechanics;Dormieux,2006
5. Influence of physical and mechanical properties on the durability of limestone subjected to freeze-thaw cycles;Eslami;Constr. Build. Mater.,2018
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2. Nonuniform frost heave of saturated porous rocks in cold regions during cyclic unidirectional freeze-thaw: influence of the temperature gradient;Bulletin of Engineering Geology and the Environment;2024-08-23
3. Experimental study on micro-strain characteristics and damage mechanism of fractured red sandstone subjected to freeze-thaw;2024-08-14
4. Thermal-mechanical modelling on cumulative freeze-thaw deformation of porous rock in elastoplastic state based on Drucker-Prager criterion considering dilatancy;International Journal of Rock Mechanics and Mining Sciences;2024-08
5. A frost heave pressure model for fractured rocks subjected to repeated freeze-thaw deterioration;Engineering Geology;2024-08
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