Model of chloride penetration into cracked concrete subject to drying-wetting cycles

Construction and Building Materials

Volumn 36, Issue , 2012, Pages 259-269

  Ye, Hailong ^a   Jin, Nanguo ^a   Jin, Xianyu ^a   Fu, Chuanqing ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

Chloride ions; Crack; Cracked zone; Drag coefficient; Drying and wetting cycle

Indexed keywords

CAPILLARY PORES; CHLORIDE IONS; CHLORIDE PENETRATION; CRACK SURFACES; CRACK WIDTH; CRACKED CONCRETES; CRACKED ZONE; DETERIORATION PROCESS; DRYING-WETTING CYCLE; ENVIRONMENT CONDITIONS; EXPERIMENTAL INVESTIGATIONS; FICK'S SECOND LAW; INNOVATIVE MODELS; MOISTURE TRANSPORT; POROUS MEDIUM; REINFORCE CONCRETE STRUCTURE; ROUGH CRACKS; WETTING CYCLES;

CONCRETE CONSTRUCTION; CRACKS; DETERIORATION; DRAG COEFFICIENT; DRYING; IONS; POROUS MATERIALS; SURFACE ROUGHNESS; WETTING;

CHLORINE COMPOUNDS;

EID: 84862590110     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2012.05.027     Document Type: Review

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