监理检测网论坛

首页 » 注册资格考试 » 2024年公路水运试验检测师考试 » 2024年道路工程试验检测考试 » 试验员材料考试验单选20题
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 )。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、增大;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、减小;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、先增后减;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、先减后增d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、小简支梁模型;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、三分点单点加载;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、三分点双点加载;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、纯拉d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  3、与沥青粘滞性无关的指标是(D )。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、粘稠性;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、软化点;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、针入度;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、粘附性d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  4、能够造成水泥混凝土坍落度降低的因素是( A) 。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、将卵石换成碎石;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、使用减水剂;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、将细砂改为粗砂;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、采用强制搅拌方式;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  5、沥青的(A )越大,表示沥青的感温性越低。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、软化点;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、延度;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、脆点;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、针入度指数d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  6、不会影响到砂石材料取样数量的因素是( D)d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、公称最大粒径;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、试验项目;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、试验内容;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、试验时间d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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)。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、两加荷点界限为准;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、两加荷点与底面中轴线交点范围为准;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、两加荷点与顶面中轴线交点范围为准;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、两加荷点与侧面中轴线交点范围为准。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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 )。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、5.5MPa;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、5.3MPa;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、6.7MPa;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、作废。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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)。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、矿渣水泥;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、火山灰水泥;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、普通硅酸盐水泥;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、粉煤灰水泥;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  10、通过采用集料表干质量计算得到的密度是(B )。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、表观密度;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、毛体积密度;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、真密度;d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、堆积密度。d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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)d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、100kPad¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、25kPad¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、75kPad¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、125kPad¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  12、通过直剪试验可测定土体的( D)d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、压缩模量和压缩系数d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、粘聚力和内摩擦角d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、弹性模量和压缩指数d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、先期固结压力d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  13、液性指数主要应用于评价(A )d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、各种土的状态d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、砂土的状态d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、粘性土的状态d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、粗粒土的状态d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、0.1mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、0.05mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、0.074mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、0.002mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  15、在现行《公路土工试验规程》中砾石成分的代号为:(C )d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、Bd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、Cd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、Gd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、Sd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、0.5mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、1.0mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、2.0mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、0.25mmd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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 )d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、3次d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、5次d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、2次d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、4次d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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 )d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、h~wd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、lgh~wd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、lgh~lgwd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、h~lgwd¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  19、用灌砂法测定土的密度之前,需要事先标定的内容有( B)d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、一项d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、两项d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、三项d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、四项d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
  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d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    A、结合水和自由水d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    B、结合水d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    C、自由水d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
    D、液相d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
lidexing - 2008/8/15 11:14:00
谢谢提供d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
cerclelittle - 2009/3/14 20:22:00
谢谢d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
wwb704 - 2009/3/17 14:44:00
谢谢d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
echo21104 - 2009/3/19 10:33:00
:default5: 谢谢楼主咯.........d¨p›‹³¯:bbs.3c3t.com;D¤ĕé·=
1
查看完整版本: 试验员材料考试验单选20题