Quantitative assessment of correlation between compressive strength degradation and microstructural crack information in mortar deteriorated by freeze-thaw cycles
Author:
Funder
Japan Society for the Promotion of Science
Publisher
Elsevier BV
Reference44 articles.
1. Water transport in concrete damaged by tensile loading and freeze–thaw cycling;Yang;J. Mater. Civ. Eng.,2006
2. Experimental investigation of the deformational behavior of the interfacial transition zone (ITZ) in concrete during freezing and thawing cycles;Sicat;Constr. Build. Mater.,2014
3. Microstructural damage evolution and its effect on fracture behavior of concrete subjected to freeze-thaw cycles;Dong;Int. J. Damage Mech.,2018
4. Effect of freeze-thaw cycles on the mechanical behavior of geopolymer concrete and Portland cement concrete containing micro-encapsulated phase change materials;Pilehvar;Constr. Build. Mater.,2019
5. Fundamental investigation on the frost resistance of mortar with microencapsulated phase change materials;Romero Rodríguez;Cem. Concr. Compos.,2020
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