2017年上半年吉林省公路工程试验检测员建筑施工模板和脚手架试验标准考试试题.pdf

1/10 封面2/10 作者：PanHongliang 仅供个人学习2017 年上半年吉林省公路工程实验检测员建筑施工模板和脚手架实验标准考试试卷一、单项选择题（共25 题，每题2 分，每题的备选项中，只有1 个事最符文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A43/10 合题意）1、某细粒土中含砂25%，WP=18.0%，WL=42.0%则定名为 _ 注：其中M-粉土，L-低液限，S-砂，C-黏土AML BMLS CCL DCLS 2、酒精燃烧法测定含水率需燃烧试样的次数为_。A3 次B5 次C2 次D4 次3、土工合成材料的有效孔径d90 表示_。A占总重 90%的土颗粒通过该粒径B占总重 10%的土颗粒通过该粒径C占总重 95%的土颗粒通过该粒径D占总重 5%的土颗粒通过该粒径4、影响浆液扩散半径、注浆压力和流量的指标是_。A黏度B渗透能力C凝胶时间D渗透系数5、环刀法可以测定 _土的密度。A细粒B粗粒C坚硬D各种6、下列哪一个代码为交通行业计量证的专业类别代码（）。AR BN CY DP 7、超声波检测表面损伤层厚度时，一般采用_。A对测法B斜测法C平测法D钻孔法8、隧道周边位移量测，确定初读数时要求连续量测3 次的误差 _mm。A0.10 B0.15 C0.18 D0.2 9、建筑结构中应用最多的是_号钢。AQ195 文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A44/10 BQ215 CQ235 DQ255 10、混凝土抗压强度或者抗折强度的实验结果，均以三个试件测定值的算术平均值作为测定结果。若两个测定值与中值的差超过中值的_，则该组实验结果作废。A5%B10%C15%D20%11、路表面细构造是指集料表面的_，通常采用 _来表征。A石料磨光值(PS B石料的抗冲击值C粗糙度D石料的磨耗值12、检定的目的是全面评定被测计量器具的计量性能是否_。A准确B一致C合格D存在系统误差13、”从含有 N 个个体的总体中抽取n 个个体，使包含有 n 个个体的所有可能的组合被抽取的可能都相等”的抽样方法称为（）。A简单随机抽样B分层随机抽样C系统随机抽样D分段随机抽样E整群随机抽样14、使用摆式仪测某点抗滑值，5 次读数分别为 57、58、59、57、58，则该点抗滑值为 _摆值。A57 B57.8 C58 D59 15、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 16、质检机构所使用的计量器具都必须进行_。A检定B强制检定C自校D根据情况区别对待17、液塑限实验，若三点不在同一条直线上，应如何处理_ 文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A45/10 A实验作废B通过液限点与其他两点连成两条直线C连成三角形D以上说法均不正确18、在混凝土配合比设计时，配制强度比设计要求的强度要高一些，强度提高幅度的多少取决于 _。A水灰比的大小B对坍落度的要求C强度保证率和施工水平的高低D混凝土耐久性的高低19、重大或大事故发生后 _时间内，中心应向上级主管部门补交事故处理专题报告。A5d B7d C15d D20d 20、粗集料的密度、表观密度、毛体积密度的大小顺序为_。A毛体积密度表观密度密度B密度毛体积密度表观密度C密度表观密度毛体积密度D表观密度毛体积密度密度21、下列指标不合格，则判定水泥为废品的有_。ASO3 含量B细度C终凝时间D强度22、下列 _的磨光值最高。A石灰岩B花岗岩C砂岩D玄武岩23、用钻孔取样法测定路面各结构层厚度时，用钢板尺或卡尺沿圆周对称的十字方向_量取表面至上下层界面的高度，取其平均值作为该层的厚度，精确至_。A2 处B4 处C0.1cm D0.5cm 24、碱集料不必具备的条件是_。A水泥中含超量的碱B充分的水C集料中含有碱活性颗粒D合适的温度25、应变式测力传感器实质是（）原理的推广。A电阻应变文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A46/10 B声波传播C机械转动D百分表的工作二、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、沥青路面回弹弯沉在最好在路面_测试，否则应考虑季节影响系数。A竣工B竣工后C竣工后第一个最不利季节D竣工后第一冬季2、各种集料按照一定比例搭配，为了达到较高的密实度，可以采用：_ A连续级配B间断级配C连续开级配D连续密级配3、无侧限抗压强度实验是按预定干密度用_或_。A静压法B自然沉降C锤击法DB、C 三4、石料洛杉矶磨耗实验要求磨耗机以3033r/min 的转速转动 _转后停止，取出试样。A350 B400 C450 D500 5、下列对相对误差描述正确的是_ A无单位，通常用百分数表示B能表示误差的大小和方向C能表示测量的精确程度D相对误差大时，绝对误差亦大6、当采用水泥、石灰等作沥青混合料填料时，其用量不宜超过矿料总量的_%。A1 B2 C3 D4 7、弯沉测试中，当弯沉仪置于规定位置，调整百分表读数为300，指挥汽车缓缓前进，迅速读取最大读数为360。当汽车开出影响半径以外百分表读数稳定后，读取终读数为 270，那么该测点处回弹弯沉为_(0.01mm)。A180 B120 C60 D90 文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A47/10 8、随着钢材牌号增大，屈服点和抗拉强度随之_，伸长率随之 _。_ A提高 提高B提高 降低C降低 提高D降低 降低9、在制备石灰稳定土无侧限抗压强度试件时，要向土中加水拌和浸润，加水量应满足：_ A对于细粒土，含水量较最佳含水量小3%B对于中、粗粒土，含水量为最佳含水量C对于细粒土，含水量为最佳含水量D对于细、中、粗粒土，含水量均为最佳含水量10、量值的传递包括以下（）活动。A实验B比对C检定D校准11、钢绞线常规检验的标距长度一般不小于_cm。A60 B70 C80 D50 12、采用超声波法测桩时，桩径1.8m，应预埋超声波检测管 _。A罩根B3 根C4 根D5 根13、不能采用挖坑法测定厚度的结构层有_。A级配碎石过渡层B水泥稳定碎石基层C水泥混凝土路面板D沥青混凝土面层14、细集料的筛分实验应进行两次平行实验，以平均值作为测定值。如两次实验所得的细度模数之差大于_，应重新进行实验。A0.02 B0.01 C0.2 D0.3 15、有 CMA 标记的检验报告可用于产品质量评价、成果及司法鉴定，具有_。A合格标志B准确性C保护性D法律效力16、碳化钙气压法作土的含水率时应特别注意_。A碳化钙的纯度、测定仪型号及含水量测定范围文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9T3 HQ2O2K9N10U3 ZR4M6F10R10A4文档编码:CL2V4U2R9