题目

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

提问时间：2020-12-09

答案

腐蚀起始时间
图. 3显示了半电池的14％C3A的潜力测量记录
随着普通水泥混凝土的10％和20％硅微粉混纺
水泥混凝土.部分的标本浸泡在5％的氯化钠
解决方案和模拟氯化物腐蚀的情况,其中氯化物迁移
扩散到从外部来源钢在混凝土界面
混凝土结构的使用寿命.表1显示的时间-270毫伏
（标准煤）,这是随着时间的平原,并开始采取的腐蚀
硅微粉,复合水泥混凝土.这些数据表明,这两个10％和
20％硅微粉,复合水泥混凝土进行了三倍更好,
腐蚀起始时间上,比普通水泥混凝土.类似
结果（Rasheeduzzafar等.1991年）,得到了作家