2022年宁夏省公路工程试验检测员建筑施工模板和脚手架试验标准模拟试题.pdf

2017 年宁夏省公路工程试验检测员建筑施工模板和脚手架试验标准模拟试题一、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、沥青面层压实度评定时，当KK0 且全部测点规定值减1 个百分点，评定路段的压实度可得 _。A满分B合格C扣除测点中低于规定值的测点分数D低于规定值的测点按其占总检查点数的百分率计算扣分值2、密度测定求算术平均值时，其平行差值不得大于_。A0.01g/cm3 B0.02g/cm3 C0.03g/cm3 D0.04g/cm3 3、在水泥细度试验中，试验筛的标定要求为修正系数应在_范围内，否则试验筛应予以淘汰。A1.01.2 B0.81.2 C0.81.5 D1.01.5 4、实验室应有校准其参考标准的计划和程序。参考标准应由_进行校准。A能够提供溯源的机构B有校准能力的机构C有资质的实验室D甲级资质实验室5、进行板式橡胶支座抗压弹性模量试验时，预压应力至_MPa。A5 B7 C10 D15 6、对于石灰粉煤灰稳定粗粒土，使用的无侧限抗压试模高与直径相同，尺寸为_。A175mm B150mm C100mm D125mm 7、石油沥青的三组分分析法是采用_。A沉淀法B溶解吸附法C蒸馏法D氧化法8、在诸多混凝土缺陷的无损检测方法中，应用最广泛的是_。A超声法B回弹法C钻芯法D拔出法9、任何一个数最末一位数字所对应的单位量值称为_。A有效数字B精度值C修正值D末10、为了提高石灰工业废渣的早期强度，可外加_水泥。A2%3%B3%4%C1%2%D3%5%11、隧道防水混凝土抗渗等级应比设计要求提高_MPa。A0.1 B0.2 C0.4 D0.5 12、每百单位产品不合格品数的定义是批中所有不合格品总数除以_，再乘以100 A批量B批C样本D样本单位数13、多点位移计一般用深度游标卡尺(精度为 0.2mm)测读。每点需进行5 次测读，取 _作为此处测读结果。A5 次读数平均值B3 次相近的读数平均值C4次相近的读数平均值D去掉最大值和最小值取平均值14、隧道明洞拱圈混凝土达到设计强度_且拱顶填土厚度大于 _以上时，方可拆除拱架。A50%，50cm B70%，50cm C70%，100cm D70%，70cm 15、洛杉矶磨耗试验对于粒度级别为B 的试样，使用钢球的数量和总质量分别为_。A12 个，500025g B11 个，485025g 文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7C8个，333020g D11个，500020g 16、隧道施工监控测点一般设置在距开挖工作面_m 范围内，开挖后 24h内，下次爆破前测取出读数。A1 B2 C3 D4 17、水泥稳定细粒土基层集中厂拌法施工时，水泥最小剂量为_%。A3 B4 C5 D6 18、土中的水分为强结合、弱结合水及_。A重力水B自由水C毛细水D液态水19、公路工程质量检验评分以_为评定单元。A分部工程B分项工程C单位工程D单项工程20、符合中华人民共和国质量法立法宗旨的内容有_ A提高产品质量水平B扩大产品出口创汇C维护社会秩序D明确产品质量责任，保护消费者权益21、混凝土收缩试验，试件应密封处理，如在 180d 式验间隙内质量变化超过_g结果无效。A5 B10 C15 D20 22、当平面圆曲线半径 _时，应设置加宽。A250m B250m C250m D250m 23、在水泥强度等级确定的情况下，混凝土的水灰比越大，其强度_。A不变B越小C越大D不定文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K724、粗集料最大粒径不得超过_。A50mm B70mm C80mm D100mm 25、用雷氏夹法测水泥的安定性，沸煮时指针朝向正确的是_。A朝下B水平悬空C朝上D以夹子能稳定放置为准二、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、使用核子密度湿度仪测定密度前应与灌砂法的结果进行标定，对同一种路面厚度及材料类型，使用前至少测定_处，求取两种方法测定密度的相关关系。A15 B20 C25 D30 2、回弹测区的选择应符合 _。A离构件边缘不宜大于50cm B相邻测区间距在200cm 以内C测区的面积宜控制在0.2m0.2m D对长度不小于3m 的构件，其测区数不少于10 个3、3 倍标准差法又称作 _。A狄克逊法B肖维纳特法C拉依达法D格拉布斯法4、集料的堆积密度是指单位堆积体积集料的质量，堆积体积包括_。A集料实体体积B集料颗粒的闭口孔隙体积C集料颗粒的开口孔隙体积D集料粒间空隙体积5、某仪表的精确度等级为R，则_。A示值误差为 R%B引用误差为 R%C相对误差为 R%D绝对误差为 R 6、用于土木建筑的钢材，根据工程使用条件和特点，应具备下列技术要求_。A良好的综合力学性能B良好的焊接性C良好的抗蚀性D越小越好的屈强比文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K77、实验室应配备正确进行检测和（或）校准所要求的所有（）设备。A抽样B测量C检测D校准8、对于水泥混凝土上加铺沥青面层的复合式路面，水泥混凝土路面结构不必检测_。A强度B厚度C平整度D抗滑9、处理因计量器具准确度所引起的纠纷以_检定的数据为准。A国家计量基准器具B国家承认的其他计量基准器具C社会公用计量标准器具D生活中被普遍使用的计量标准器具10、水泥稳定碎石采用集中厂拌法施工时，实际采用的水泥剂量可以比设计时确定的剂量 _。A增加 0.5%B减小 0.5%C增加 1%D增加 2%11、土工合成材料在公路桥梁工程的主要应用有_。A用于护坡B用于调节刚度C用于临时道路D用于柔性路面结构层12、量值溯源等级图是一种代表等级顺序的框图，用以表明计量器具的 _与给定量的基准之间的关系。A准确性B计量特性C标准差D分散性13、沥青混合料标准马歇尔试件的高度要求为_。A63.5mm1.3mm B65.5mm1.5mm C95.3mm1.3mm D95.32.5mm 14、对于硬岩炮眼痕迹保存率标准为_。A90%B80%C70%D50%15、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文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7隙率不同等特点，可以形成_的组成结构。A悬浮-密实B骨架-空隙C密实-骨架D骨架-悬浮16、预应力钢丝的力学性质试验应从外观检验合格的同批钢丝中取5%，但不少于_盘进行试验。A3 B4 C5 D6 17、相对误差分为（）。A相对真误差B示值误差C引用误差D实用误差18、通常 _情况应选用稠度较高的沥青。A较热地 K B交通较繁重地区C细粒式沥青混合料D渠化交通道路19、采用真空法测定沥青混合料的理论最大相对密度，若抽气不干净或试样不干燥，测得的结果将分别 _。A偏小、偏大B偏小、偏小C偏大、偏大D偏大、偏小20、采用负压筛析法检测水泥细度试验前，首先应调节负压至_Pa范围内。A10002000 B20004000 C40006000 D60008000 21、石料洛杉矶磨耗试验要求磨耗机以3033r/min 的转速转动 _转后停止，取出试样。A350 B400 C450 D500 22、土粒重度的单位是 _。AkN/m3 Bkg/m3 C无DkPa 23、填隙碎石基层其密实程度用_表示。文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7A干密度B压实度C固体体积率D压实系数24、支座下设置的支撑垫石，混凝土强度应符合设计要求，顶面要求高程准确、表面平整，在平坡情况下同一片梁两端支承垫石水平面应尽量处于同一平面内，其相对误差不得超过 _，避免支座发生偏歪、不均匀受力和脱空现象。A1mm B2mm C3mm D5mm 25、预应力混凝土用 17 钢绞线(GB/T 52242003)的力学性能指标有以下各项_。A抗拉强度B最小断裂强度C整根钢绞线的最大力D最大力总伸长率E规定非比例延伸力应力松弛性能文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 ZI2G4I7T2K7文档编码:CR2D1B3W6T4 HJ3X7D5L8L3 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