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2022年上半年湖北省公路工程试验检测员工业化标准考试试卷.pdf

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1、2016 年上半年湖北省公路工程试验检测员工业化标准考试试卷一、单项选择题（共25 题，每题 2 分，每题的备选项中，只有1 个事最符合题意）1、测量结果的重复性是指在相同测量条件下，对同一被测物进行连续多次测量所得结果之间的一致性。下列测量属于重复性测量的是_ A为了减少劳动强度、提高效率，由试验员甲和乙严格按同一试验程序对同一产品的 9 个试样进行了抗拉强度测试，取平均值作为测量结果B从一个产品上裁下3 个试样做抗拉强度试验，一个拉伸试验需要5min，因为中间讨论，试验员甲在同一试验环境下用了2h 才做完 3 个试样的测试C为了评定测量不确定度，对某试验需进行30 次长度测量，刚测完20

2、次，试验室停电，为了保证进度，又将测量移动到另一栋楼相同试验条件的试验室进行了剩余的10 次测量D某试验员在同一试验条件下，用同一涂层测厚仪对同一个试样进行了1000次测量2、自动安平水准仪的操作步骤是_。A安置水准仪B粗略整平C瞄准、读数D精平3、酒精燃烧法对酒精纯度要求达_以上。A98%B93%C95%D90%4、当相关系数 r_时，x 和 y 之间符合直线函数关系，称x 与 y 完全相关。A=+1 B=-1 C=1 D接近 1 5、高分子防水卷材的厚度用_测量比较方便、精确。A卷尺B百分表C毫米刻度尺D厘米刻度尺6、_是数据中最大值和最小值之差。A标准差B系统误差C极差D偶然误差7、沥青

3、混合料稳定度的试验温度是_。A50B60C65D808、坍落度试验适用于公称最大粒径不大于31.5mm，坍落度不小于 _mm 的混凝土。A5 B10 C15 D20 9、土工织物垂直(水平)渗透系数指土工织物平面垂直(水平)方向渗流的水力梯度等于_h的渗透流速。A4 B3 C2 D1 10、普通混凝土的强度等级是以具有95%保证率的 _的标准尺寸立方体抗压强度代表值来确定的。A3d，7d，28d B3d，28d C7d，28d D28d 11、水泥 28d强度应从水泥加水拌和开始算起，试件在 28di_内必须进行强度试验。A30min B45min C2h D8h 12、用于洛杉矶磨耗试验的钢

4、球，直径约48mm，质量为 _g。A405450 B400450 C350500 D350400 13、已测出简支梁两支点的竖向位移分别为1.2mm 和 1.6mm，跨中竖向位移为9.4mm，则跨中挠度为 _。A6.1mm B8.0mm C9.4mm D8.2mm 14、简支梁主要测点应布设在_处。A跨中挠度B支点沉降C支点水平位移文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3

5、Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A

6、5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z

7、7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1

8、Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A

9、5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O1

10、0Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:C

11、O1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7D跨中应变E支点应变15、断面尺寸不属于 _的实测项目。A浆砌排水沟B砌体挡土墙C干砌挡土墙D加筋土挡土墙16、某钢筋混凝土结构的截面最小尺寸为300mm，钢筋直径为30mm，钢筋的中心间距为70mm，则该混凝土中集料最大公称粒径是_。A10mm B20mm C30mm D40mm 17、三跨等跨连续梁当正弯矩控制设计时，加载检测最大拉应力时，其应变片贴在（）。A边跨跨中下缘B边跨跨中上缘C中跨跨中下缘D中跨跨中上缘18、锚具的静载锚固性能应满足_。(检测员不考)Aa0.95，apu2.0%Ba0.90，apu1.70%Ca

12、0.95，apu1.5%Da0.90，apu2.0%19、采用离心分离法测定沥青混合料中沥青的含量，同一试样至少平行试验两次，取平均值作为试验结果。两次试验结果的差值应小于0.3%；当大于 0.3%，但小于 0.5%时，应补充平行试验一次，以三次试验的平均值作为试验结果，三次试验的最大值与最小值之差不得大于_。A0.5%B0.3%C0.2%D0.1%20、级配碎石基层上的沥青混合料面层用贝克曼梁测定的回弹弯沉检测结果可能需要进行 _。A支座修正B温度修正C季节修D基层类型修正21、土基现场 CBR 值测试时所用试样的最大粒径_。A宜小于 20mm B宜小于 25mm C最大不超过 35mm D

13、最大不超过 40mm 22、建设部工程质量管理条例中规定：违反本条例规定，施工单位在施工中文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q

14、3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5

15、A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10

16、Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO

17、1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1

18、A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O

19、10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7偷工减料的，使用不合格的建筑材料、建筑构配件和设备的，或者有不按照工程设计图纸或者施工技术标准施工的其他行为的，责令改正，处工程合同价款_的罚款。A4%以上 6%以下B2%以

20、上 4%以下C6%以上 8%以下D8%以上 10%以下23、使用 GPS2 RTK 检测公路中线时，首先应在基准站输入的参数有_。AGPS天线高度B基准站坐标C卫星截止高度角D数据链的通信参数24、作高分子防水卷材撕裂强度试验时，最好把试件待撕裂部位剪成_。A40B60C90D12025、”一批机器零件毛坯的重量”服从_。A均匀分布B正态分布Ct 分布D三角分布二、多项选择题（共25 题，每题 2 分，每题的备选项中，有2 个或 2 个以上符合题意，至少有 1 个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、重型击实试验击实锤质量为_。A45kg B2.5kg C5kg D5.

21、5kg 2、水泥胶砂强度试验的标准试件尺寸为_。A150mm3 150mm3 150mm B40mm3 40mm3 160mm C70.7mm3 70.7mm3 70.7mm D50mm3 50mm3 50mm 3、沥青混合料由于组成材料级配不同，压实后内部矿料颗粒分配状态及剩余空隙率不同等特点，可以形成_组成结构。A悬浮密实结构B骨架空隙结构C密实骨架结构D骨架悬浮结构4、超声波透射法可以采用 _法对检测数据进行处理。A声速判据B波幅判据文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7

22、D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q

23、3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5

24、A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10

25、Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO

26、1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1

27、A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O

28、10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7CPSD判据D多因素概率分析E抽样5、进行无机结合料稳定土含水量试验时，当冷却试验连续两次称量的差不超过原试样的 _时，认为样品已烘干。A0.2%B0.1%C0.5%D0.4%6、规准仪法适用于测定水泥混凝土使用的_mm 以上的粗集料针、片状颗粒含量。A2.36 B4.75 C9.5 D13.2 7、当配制水泥混凝土用砂由粗砂改为中砂时，其砂率_。A应适当减小B不变C应适当增加D无法判定8、计量是实现单位统一、量值准

29、确可靠而进行的_活动。A科技B法制C管D监督9、对于天然砂砾，室内确定其最大干密度较适宜方法为_。A重型击实法B轻型击实法C灌砂法D表面振动压实仪法10、光圆钢筋力学性能检测指标包括_。A屈服强度B抗拉强度C伸长率D冷弯性能E反向弯曲性能11、小桥属于 _。A分项工程B分部工程C单位工程D工程项目12、土工合成材料的主要类型包括_。A土工织物B土工格栅文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7

30、文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V

31、4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7

32、L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7

33、F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q

34、3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5

35、K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7

36、D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7C土工膜D土工网13、沥青混合料施工检测项目主要有_。A沥青含量B矿料级配C稳定度D流值14、对于浅埋松散破碎地层，隧道一般采用_支护方式。A地表砂浆锚杆B超前锚杆C管棚钢架超前D超前小导管注浆15、混凝土立方体试块的抗压强度最大的是边长为_立方体试块。A100mm B150mm C200mm D300mm 16、桥涵工程中所用石料的外观要求为_。A石质应均B不易风化C无裂缝D外形方正E外形扁平17、土工合成材料的有效孔径试验采用的方法是_。A水筛分B干筛分C渗透试验D沉降分析试验18、桥涵工程中所用石料

37、的外观要求为_。A石质应均匀B不易风化C无裂缝D外形方正E外形扁平19、隧道衬砌混凝土浇筑后要求内部温度与环境温度差不超过_。A5 B10 C15 D20 20、钢筋接头采用搭接焊时，接头双面焊缝的长度应不小于_d。A5 B6 C8 D10 文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z

38、8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8

39、 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7

40、文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V

41、4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7

42、L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7

43、F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F721、下列关于界限含水

44、量试验土样制备叙述正确的是：_ A将风干土样过0.5mm 筛B3 个土样含水量分别控制在液限(d 点)，略大于塑限(c 点)和两者中间状态(b点)Ca点的锥入深度应为20mm2mm D闷料 18h 以上22、采用核子仪测定土基压实度时，核子仪的标定包括_标定。A与仪器附带标准块B与施工现场环刀法C与施工现场灌砂法D施工现场取样采用烘干法测定的含水率23、现场评审所抽查的试验检测项目，原则上应当覆盖申请人所申请的试验检测各大项目。抽取的具体参数应当通过_决定。A抽签B专家指定C评审组指定D质检机构评定24、采用经验公式表达数据，在回归分析中称之为_。A经验公式B回归公式C回归方程D经验方程25、

45、以下检查项目中，要求采用有关数理统计方法进行评定计分的是_。A压实度B弯沉值C路面厚度D混凝土强度文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:

46、CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 H

47、J1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ

48、1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编

49、码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8

50、 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8 ZZ1O10Z7D7F7文档编码:CO1Q3Q3V4Z8 HJ1A5A5K7L8

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关键词：: 2022 上半年湖北省公路工程试验检测工业化标准考试试卷

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本文标题：2022年上半年湖北省公路工程试验检测员工业化标准考试试卷.pdf
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