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Volumn 99, Issue 3, 2002, Pages 256-263

Chloride diffusion, microstructure, and mineralogy of concrete after 15 years of exposure in tidal environment

Author keywords

Fly ash; Ordinary portland cement; Slag

Indexed keywords

CHEMICAL ANALYSIS; CHLORINE COMPOUNDS; CONCRETE AGGREGATES; CORROSION; DIFFUSION; FLY ASH; INTERFACES (MATERIALS); MAGNESIUM COMPOUNDS; MICROSTRUCTURE; PHYSICAL PROPERTIES; PORTLAND CEMENT; SLAG CEMENT;

EID: 0036590578     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (62)

References (8)
  • 2
    • 0012656557 scopus 로고    scopus 로고
    • Microstructures and interfaces in concrete after 15 years of exposure in the tidal environment
    • (accepted for publication)
    • Mohammed, T. U.; Hamada, H.; and Yamaji, T., "Microstructures and Interfaces in Concrete after 15 Years of Exposure in the Tidal Environment," ACI Materials Journal. (accepted for publication)
    • ACI Materials Journal
    • Mohammed, T.U.1    Hamada, H.2    Yamaji, T.3
  • 5
    • 0033102965 scopus 로고    scopus 로고
    • Numerical simulation of reinforced concrete deterioration - Part I: Chloride diffusion
    • Mar.-Apr.
    • Hansen, E. J., and Saouma, V. E., "Numerical Simulation of Reinforced Concrete Deterioration - Part I: Chloride Diffusion," ACI Materials Journal, V. 96, No. 2, Mar.-Apr. 1999, pp. 173-180.
    • (1999) ACI Materials Journal , vol.96 , Issue.2 , pp. 173-180
    • Hansen, E.J.1    Saouma, V.E.2
  • 6
    • 0012656558 scopus 로고
    • A study on the durability of concrete exposed in marine environment for 20 years
    • Report of the Port and Harbour Research Institute, Ministry of Transport, Japan; Mar.
    • Fukute, T., and Hamada, H., "A Study on the Durability of Concrete Exposed in Marine Environment for 20 Years," Report of the Port and Harbour Research Institute, Ministry of Transport, Japan, V. 31, No. 5, Mar. 1993, pp. 251-272.
    • (1993) , vol.31 , Issue.5 , pp. 251-272
    • Fukute, T.1    Hamada, H.2
  • 7
    • 0033704025 scopus 로고    scopus 로고
    • Compressive strength by combined nondestructive methods - Simply reliably predicted
    • Hisham, Y. Q., "Compressive Strength by Combined Nondestructive Methods - Simply Reliably Predicted," Cement and Concrete Research, V. 30, 2000, pp. 739-746.
    • (2000) Cement and Concrete Research , vol.30 , pp. 739-746
    • Hisham, Y.Q.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.