英语翻译Laboratory Chloride Removal TestCore N_ 7 was obtained 7 ft (2.1 m) above high tide.Since this core contained onlyapproximately 1.2 _C1-/yd3 (0.7 kg/m 3) and still reached the 0.6 A/ft_ (6 A/mz) chlorideremoval current density,it was expe

英语翻译Laboratory Chloride Removal TestCore N_ 7 was obtained 7 ft (2.1 m) above high tide.Since this core contained onlyapproximately 1.2 _C1-/yd3 (0.7 kg/m 3) and still reached the 0.6 A/ft_ (6 A/mz) chlorideremoval current density,it was expe
英语翻译
Laboratory Chloride Removal Test
Core N_ 7 was obtained 7 ft (2.1 m) above high tide.Since this core contained only
approximately 1.2 _C1-/yd3 (0.7 kg/m 3) and still reached the 0.6 A/ft_ (6 A/mz) chloride
removal current density,it was expected that the area to be treated would reach this current
density more quickly if not immediately.
Core Petrographic Analysis
The concrete for core N_ 7 was characterized as a marginally air-entrained concrete (3 to
4 percent) with a 1-in.(2.5 cm) nominal size gravel coarse aggregate and a natural sand.The
coarse aggregate was a siliceous gravel composed of equidimensional,rounded to subrounded,
sedimentary rock pebbles.Approximate modal percentages were 67 percent quartz
arenite and orthoquartzite,23 percent chert,and 10 percent coarse vein quartz.Chert pebbles
were mostly microcrystalline,mottled brown types,with a few fine quartz veinlets.The fine
aggregate in the concrete was a fairly well sorted,dominantly coarse to medium,sub-rounded
to rounded quartz with only an occasional chert or limonite grain.
There was a tight,uninterrupted bond between the aggregate particles and the cement paste
matrix phase.There was no evidence of cement-aggregate reactions.The cement paste phase
was of good quality with an estimated water-cement ratio of 0.40 to 0.45.
The core represented good quality concrete.
Field Site Operation
The initial start-up data were collected and is in Table 3-5.
Twelve hours after start-up,the viton impeller of the pump was found damaged,possibly due
to _nning dry during initial start-up difficulties.Wetting of the blankets was only by tide
water.The impeller was replaced and the pump was restarted.
System Current
The total area of treatment for this trial was 240 fd (24 m2).The treatment area was
comprised of _dl five piles and was treated as a single zone.The total current supplied to the
piles was approximately 80 A or 0.33 AJf-t2 (3.3 A/m 2) concrete.
Maximum system voltage was set at 48 to 50 V.The current was regulated so that the
current to any one anode blanket was not greater than 14.4 A,0.6 A/_ (6 A/m2),the
maximum aUowable chloride removal current density.These currents were monitored with
the shunts in the current distribution box.

英语翻译Laboratory Chloride Removal TestCore N_ 7 was obtained 7 ft (2.1 m) above high tide.Since this core contained onlyapproximately 1.2 _C1-/yd3 (0.7 kg/m 3) and still reached the 0.6 A/ft_ (6 A/mz) chlorideremoval current density,it was expe
现在的孩子,连查字典都不愿意了.
像这样的同志,最好不要来我这里.

实验室测试。氯离子清除
核心N_获得7英尺(7)以上涨潮的2.1米。自从这个核心只含有
大约120 _C1 - / yd3(0.7公斤/ m(3)、还是到达了0.6 / ft_(6 / mz)
去除电流密度,这是预料的处理将达到现在的
如果不立即密度更快。
核心岩石的分析
N_核心混凝土的特点是作为一种轻微的7 air-ent...

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实验室测试。氯离子清除
核心N_获得7英尺(7)以上涨潮的2.1米。自从这个核心只含有
大约120 _C1 - / yd3(0.7公斤/ m(3)、还是到达了0.6 / ft_(6 / mz)
去除电流密度,这是预料的处理将达到现在的
如果不立即密度更快。
核心岩石的分析
N_核心混凝土的特点是作为一种轻微的7 air-entrained混凝土(3)
1-in 4%)。(2.5厘米)的公称通径砾石粗骨料似乎有一种天然的沙子。这个
分析了粗骨料是一个硅碎石组成原理,围着subrounded,
沉积岩流过。大约在百分之六十七石英模态
arenite和orthoquartzite,23%,10%燧石粗静脉石英。燧石鹅卵石
大多是微晶,斑驳的棕色的类型,和一些细石英veinlets。优良的
在混凝土是一种较好的、粗中等,sub-rounded占优势
对圆形石英只有偶尔燧石和褐铁矿粮食。
有一个紧密联系,不间断的骨料粒子和水泥
矩阵的阶段。没有证据证明这是cement-aggregate反应。水泥的阶段
很好的质量,估计有水灰比,为0.40)。
代表质量好的混凝土的核心。
现场的现场操作
初始启动数据采集和在桌子3-5。
问题补充:12个小时之后,氟化橡胶启动泵叶轮的损坏,可能由于被发现
对_nning干燥初期启动困难。湿润的毯子只是由潮流
水。取代了叶轮和泵启动。
系统当前
占地面积治疗试验(24平方米)的240 fd)。在处理区域
由_dl五个桩、被当作一个单一的区域。提供的电流总和
大约80个一桩AJf-t2(或0.33 / m(2)3.3%。
麦克斯

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实验室测试氯去除
核心N_ 7获得7英尺（2.1米）以上的高潮。由于这个核心只包含
约1.2 _C1-/yd3（0.7公斤/米3），仍然达到了0.6的A / ft_（6甲/ mz的）氯
去除电流密度，预计该地区将被视为实现这一电流
密度，如果不立即更快。
核心岩相分析
对于具体的核心N_ 7被视为轻微引气混凝土（3特点
百分之四...

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实验室测试氯去除
核心N_ 7获得7英尺（2.1米）以上的高潮。由于这个核心只包含
约1.2 _C1-/yd3（0.7公斤/米3），仍然达到了0.6的A / ft_（6甲/ mz的）氯
去除电流密度，预计该地区将被视为实现这一电流
密度，如果不立即更快。
核心岩相分析
对于具体的核心N_ 7被视为轻微引气混凝土（3特点
百分之四）与1项。 （2.5厘米）标称尺寸砂石骨料和天然砂。该
粗骨料是硅质砾石组成的equidimensional，四舍五入到圆角，
沉积岩卵石。近似模态比例分别为百分之67石英
岩屑和orthoquartzite，百分之23燧石和石英脉粗百分之十。切尔特卵石
大多微晶，斑驳的褐色类型，少数罚款石英细脉。该罚款
在混凝土骨料是一个相当不错排序，显性粗到中等，分四舍五入
以圆形石英只是偶尔燧石或褐铁矿粮食。
有一紧，颗粒之间的聚合与水泥粘贴不间断债券
矩阵阶段。没有水泥，骨料反应的证据。水泥粘贴阶段
良好的质量，估计水胶比为0.40至0.45。
核心代表的优质混凝土。
实地现场操作
最初的启动数据收集和表3-5是。
12小时后开始行动，泵的氟橡胶叶轮被破坏，可能是由于
到_nning在初始启动困难干。润湿的毯子是唯一由潮
水。叶轮和泵取代已重新启动。
系统电流
在此试验的治疗总面积为240峡湾（24平方米）。治疗面积
组成_dl五桩，并作为一个单一的区域处理。总电流供应给
桩约为80 A或0.33 AJf - T2的（3.3 /米2）混凝土。
最大系统电压设定在48至50 V的电流调节，使
电流阳极毯是任何一个不大于14.4，0.6的A / _（6 A/m2）中，
最高aUowable氯去除电流密度。这些电流进行监测与
在目前的配电箱的分流。

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