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建筑工程专业英语翻译 求高手!Corrosion Initiation TimeFig. 3 shows the hal
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建筑工程专业英语翻译 求高手!
Corrosion Initiation Time
Fig. 3 shows the half-cell potential measurement records of 14% C3A
plain cement concrete along with the 10% and 20% microsilica-blended
cement concretes. The specimens were partially immersed in 5% NaC1
solution and to simulate chloride corrosion situations, where chlorides migrate
by diffusion to the steel-concrete interface from external-sources during
the service life of concrete structures. Table 1 shows the time to -270 mV
(SCE), which is taken as time to initiation of corrosion for the plain and
microsilica-blended cement concretes. These data show that both 10% and
20% microsilica-blended cement concretes performed threefold better, in
terms of corrosion initiation time, compared to plain cement concrete. Similar
results (Rasheeduzzafar et al. 1991) were obtained by the writers in
建筑工程专业英语翻译 求高手!
Corrosion Initiation Time
Fig. 3 shows the half-cell potential measurement records of 14% C3A
plain cement concrete along with the 10% and 20% microsilica-blended
cement concretes. The specimens were partially immersed in 5% NaC1
solution and to simulate chloride corrosion situations, where chlorides migrate
by diffusion to the steel-concrete interface from external-sources during
the service life of concrete structures. Table 1 shows the time to -270 mV
(SCE), which is taken as time to initiation of corrosion for the plain and
microsilica-blended cement concretes. These data show that both 10% and
20% microsilica-blended cement concretes performed threefold better, in
terms of corrosion initiation time, compared to plain cement concrete. Similar
results (Rasheeduzzafar et al. 1991) were obtained by the writers in
Corrosion Initiation Time
Fig. 3 shows the half-cell potential measurement records of 14% C3A
plain cement concrete along with the 10% and 20% microsilica-blended
cement concretes. The specimens were partially immersed in 5% NaC1
solution and to simulate chloride corrosion situations, where chlorides migrate
by diffusion to the steel-concrete interface from external-sources during
the service life of concrete structures. Table 1 shows the time to -270 mV
(SCE), which is taken as time to initiation of corrosion for the plain and
microsilica-blended cement concretes. These data show that both 10% and
20% microsilica-blended cement concretes performed threefold better, in
terms of corrosion initiation time, compared to plain cement concrete. Similar
results (Rasheeduzzafar et al. 1991) were obtained by the writers in
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