Effect of crack width and wet-dry cycles on the chloride penetration resistance of engineered cementitious composite (ECC)-Reference-Cited by-同舟云学术

Effect of crack width and wet-dry cycles on the chloride penetration resistance of engineered cementitious composite (ECC)

Author:

Sun Renjuan,Lu Wei,Ma Chuanyi,Tawfek Abdullah M.,Guan Yanhua,Hu Xinlei,Zhang Hongzhi^ORCID,Ling Yifeng,Šavija Branko^ORCID

Funder

Taishan Scholar Foundation of Shandong Province

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference62 articles.

1. G.P. Tilly, J. Jacobs, Concrete repairs: Observations on performance in service and current practice, Watford, UK (2007).

4. Chloride penetration in concrete subject to wet/dry cycling: influence of moisture content, P. I;Arya;Civil Eng.-Str. B.,2014

5. Study on chloride penetration into flexural cracked reinforced concrete beams subjected to drying-wetting cycles;Chunhua;China Civ. Eng. J.,2014

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