海盗1027 - 2007/10/7 15:03:00
1、随着普通混凝土砂率的增大，混凝土的坍落度将（C ）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、增大；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、减小；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、先增后减；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、先减后增ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
2、规范规定，普通水泥混凝土的抗弯拉强度是以（ C）方式来测定的。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、小简支梁模型；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、三分点单点加载；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、三分点双点加载；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、纯拉ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
3、与沥青粘滞性无关的指标是（D ）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、粘稠性；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、软化点；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、针入度；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、粘附性ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
4、能够造成水泥混凝土坍落度降低的因素是( A) 。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、将卵石换成碎石；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、使用减水剂；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、将细砂改为粗砂；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、采用强制搅拌方式；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
5、沥青的（A ）越大，表示沥青的感温性越低。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、软化点；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、延度；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、脆点；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、针入度指数ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
6、不会影响到砂石材料取样数量的因素是（ D）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、公称最大粒径；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、试验项目；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、试验内容；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、试验时间ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
7、水泥混凝土抗折强度试验，试件断裂面在规定范围之外时，该试件试验结果作废。是否在规定范围内，其判断依据是以（B）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、两加荷点界限为准；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、两加荷点与底面中轴线交点范围为准；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、两加荷点与顶面中轴线交点范围为准；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、两加荷点与侧面中轴线交点范围为准。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
8、同组3个混凝土试件28d抗折强度试验结果分别为：5.1MPa、5.5MPa、6.5MPa，该组试件的强度代表值为（A ）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、5.5MPa；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、5.3MPa；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、6.7MPa；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、作废。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
9、除道路水泥之外，修筑水泥混凝土路面最适宜的水泥品种是（ C）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、矿渣水泥；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、火山灰水泥；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、普通硅酸盐水泥；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、粉煤灰水泥；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
10、通过采用集料表干质量计算得到的密度是（B ）。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、表观密度；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、毛体积密度；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、真密度；ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、堆积密度。ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
11、某试验荷载率（加压率）取0.5，则当初始荷载取50kPa时，下一级荷载为（ A）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、100kPaûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、25kPaûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、75kPaûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、125kPaûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
12、通过直剪试验可测定土体的（ D）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、压缩模量和压缩系数ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、粘聚力和内摩擦角ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、弹性模量和压缩指数ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、先期固结压力ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
13、液性指数主要应用于评价（A ）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、各种土的状态ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、砂土的状态ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、粘性土的状态ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、粗粒土的状态ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
14、现行《公路土工试验规程》在土的粒组划分中，粗粒组与细粒组是以（ C）为分界的ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、0.1mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、0.05mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、0.074mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、0.002mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
15、在现行《公路土工试验规程》中砾石成分的代号为：（C ）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、BûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、CûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、GûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、SûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
16、现行《公路土工试验规程》中液、塑限联合测定法适用于粒径不大于（A ）的土ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、0.5mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、1.0mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、2.0mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、0.25mmûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
17、用酒精燃烧法测定含水量时，试样需重复燃烧的次数为（A ）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、3次ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、5次ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
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C、2次ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、4次ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
18、用液塑限联合测定仪测试某一土样的液塑限时，其所得原始数据一般表示在什么坐标图形上：（C ）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、h～wûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、lgh～wûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、lgh～lgwûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、h～lgwûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
19、用灌砂法测定土的密度之前，需要事先标定的内容有（ B）ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
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A、一项ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
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B、两项ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、三项ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、四项ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
20、在理论上，土中含水量的概念一般定义为土中（ C）的质量与土中固相物质质量之比的百分数ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
A、结合水和自由水ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
B、结合水ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
C、自由水ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
D、液相ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
lidexing - 2008/8/15 11:14:00
谢谢提供ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
cerclelittle - 2009/3/14 20:22:00
谢谢ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
wwb704 - 2009/3/17 14:44:00
谢谢ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d
echo21104 - 2009/3/19 10:33:00
:default5: 谢谢楼主咯.........ûÝΩ«gXºÂbbs.3c3t.comê}æy<7}d