Zobrazeno 1 - 10
of 216
pro vyhledávání: '"Rasheeduzzafar"'
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 8, Iss , Pp 37-49 (1996)
This paper reports results of an investigation carried out to evaluate corrosion of reinforcing steel in plain and blended cement mortar specimens placed in a sabkha soil. These specimens placed at a sabkha site in the Eastern Province were retrieved
Externí odkaz:
https://doaj.org/article/8babfbba4ec24d53bd9cb3ca636d273d
Publikováno v:
Journal of Materials in Civil Engineering. Feb95, Vol. 7 Issue 1, p9. 10p.
Publikováno v:
Anti-Corrosion Methods and Materials, 1989, Vol. 36, Issue 4, pp. 4-7.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/eb020745
Publikováno v:
Magazine of Concrete Research. 49:5-14
The combined effect of chloride and sulphate contamination and temperature on the pore solution chemistry, particularly the OH, Cl and SO42 concentration, in plain and blended cements was evaluated. The cement mortar specimens were contaminated with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e8ffa707e3644c3b674daac32faca0b
https://doi.org/10.1680/macr.1997.49.178.5
https://doi.org/10.1680/macr.1997.49.178.5
Publikováno v:
Journal of Materials in Civil Engineering. 8:123-127
The effect of reinforcement corrosion on the flexural strength of a uniformly loaded and simply supported one-way slab was investigated. In addition to the flexural strength, the effect of different degrees of reinforcement corrosion on the deformati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a69e576e4b27aaf9bac13acba17c53af
https://doi.org/10.1061/(asce)0899-1561(1996)8:3(123)
https://doi.org/10.1061/(asce)0899-1561(1996)8:3(123)
Publikováno v:
Journal of Materials in Civil Engineering. 8:63-69
This research was conducted to evaluate the concomitant effect of chloride and sulfate contamination and high temperature and humidity on carbonation in plain and blended cements. The cement mortar specimens were contaminated with chloride and sulfat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02add482687856024d2ec29ee8e177a4
https://doi.org/10.1061/(asce)0899-1561(1996)8:2(63)
https://doi.org/10.1061/(asce)0899-1561(1996)8:2(63)
Publikováno v:
Construction and Building Materials. 10:123-129
The effect of reinforcement corrosion on the bond strength between steel and concrete was investigated. The bond behaviour of reinforced concrete elements, including the ultimate bond strength, free-end slip, and the modes of failure in precracking,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::049c9de269f4779685b2a1561f9989af
https://doi.org/10.1016/0950-0618(95)00077-1
https://doi.org/10.1016/0950-0618(95)00077-1
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 8, Iss, Pp 37-49 (1996)
This paper reports results of an investigation carried out to evaluate corrosion of reinforcing steel in plain and blended cement mortar specimens placed in a sabkha soil. These specimens placed at a sabkha site in the Eastern Province were retrieved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1b2515f7c2e0e5f71470649184b5f9ee
https://doi.org/10.1016/s1018-3639(18)31064-x
https://doi.org/10.1016/s1018-3639(18)31064-x
Publikováno v:
Cement and Concrete Research. 25:1543-1555
Three cements with variable C3A contents were mixed with different levels of chloride, alkali and sulfate contents to study the effect of these parameters on pore solution composition. Effect of exposure temperature was also studied by curing the chl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::805fd99af60c946b0ef60986abc5bdf9
https://doi.org/10.1016/0008-8846(95)00148-6
https://doi.org/10.1016/0008-8846(95)00148-6
Publikováno v:
Journal of Materials in Civil Engineering. 7:9-18
The repair performance of resinous and cementitious materials exposed to static and fluctuating temperature conditions has been evaluated in this study, which is of importance for the repair of concrete structures in the Arabian Gulf region. Specimen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48e0e0b23e9a439ddabf37c57e21306e
https://doi.org/10.1061/(asce)0899-1561(1995)7:1(9)
https://doi.org/10.1061/(asce)0899-1561(1995)7:1(9)