建筑工程专业英语翻译 求高手!

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

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