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1、2016 年安徽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、胶支座成品解剖检验包括_。A强度B弹性模量C胶层厚度D钢板与橡胶黏结E剥离胶层2、实测值为 16.5203,报出值为16.5(+),要求修约到个数位后进行判断,则修约值为 _。A16 B17 C16.0 D17.0 3、油石比是指 _比值。A沥青与矿料的质量B沥青与矿料的体积C沥青与混合料总质量D沥青与混合料总体积4、钢结构设计中一般以 _为取值依据。A极限变形B极限强度C疲劳强度D屈服点5、现场总体考核中,评审组成员分别进行专项考核,分为_。A材料初审时
2、发现的问题B对环境安全防护,有特殊要求的项目C可能存在的薄弱环节D实验室总体布局,环境、设备管理状况6、由沥青混合料实测最大密度计算压实度时,应进行 _的折算,作为标准密度。A空隙率B质量C沥青用量D不用折算7、受力钢筋对接连接应优先采用_。A搭接焊B帮条焊C闪光对焊D坡口焊8、下列关于随机事件的说法正确的是_ A在一次随机试验中,可能出现也可能不出现B随机事件是不可能事件C随机事件是概率论的研究对象D随机事件是必然事件9、采用雷氏夹法试验判定水泥体积安定性,当两个试件煮后增加距离CA 平均们不超过 5.0mm 时,安定性合格;当两个试件 CA 值相差超过 _mm 时,应重做一次试验,再如此,
3、则认为该水泥安定性不合格。A3.0 B3.5 C4.0 D4.5 10、灌砂法现场测定路基或路面材料密度,当_时宜采用 100mm 的小型灌砂筒。A集料最大粒径小于15mm B集料最大粒径小于10mm C测定层厚度不超过100mm D测定层厚度不超过150mm 11、检测结构混凝土内部缺陷,当前最常用且最有效的无损检测方法是_法。A射线法B超声脉冲法C回弹法D钻心法12、采用锚桩承载梁作为基桩静荷载试验承载反力装置,要求提供反力应不小于最大试验荷载的 _倍。A12 B11.5 C1.31.5 D1.32.0 13、用负压筛检测水泥细度时,应将负压调节至_Pa。A10002000 B200030
4、006 C30004000 D40006000 14、根据 _筛孔的累计筛余量,砂分成三个级配区。A2.5mm B1.25mm C0.63mm D0.315mm 15、贝克曼梁的后臂与前臂之比为_。A1:1 B1:2 C1:3 D1:4 文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2
5、HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6
6、ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档
7、编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F
8、2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F
9、6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3
10、文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V316、一般来说,坍落度小于
11、 _的新拌混凝土,采用维勃稠度仪测定其工作性。A20mm B15mm C10mm D5mm 17、静载试验荷载效率系数可用范围为_。A0.91.0 B0.81.05 C0.851.0 D1.02.0 18、预应力锚具进场验收,应从每批中抽取_%且不少于 5 套进行硬度检验。A10 B5 C2 D1 19、目前最为常用室内压缩试验作出elgp 曲线确定前期固结压力,较简便明了的方法是经验作图法,具体步骤有:B 点所对应的有效压力即为前期固结压力。作 A1A2 的平分线(A3),与 elgp 曲线直线段的延长线交于一点(B 点)。在 elgp 曲线拐弯处找出曲率半径最小的点(A 点)。过 A 点作
12、水平线(A1)和切线(A2)。正确的步骤是 _。ABCD20、当水泥一定时,水泥混凝土的水灰比越大,获得的强度_。A越小B越大C无变化D不一定21、涉及结构安全和使用功能的重要实测项目为关键项目,其合格率不得低于 _。A85%B90%C95%D100%22、灌砂法测定密度时适用于_。A细粒土和砂类土B细粒土和粗粒土C卵石土和细粒土D砂类土和卵石土23、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文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E
13、9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8
14、U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7
15、Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF
16、2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1
17、U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4
18、T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:
19、CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V324、弯矩控制无铰拱桥设计时,加载检测最大正弯矩工况,其应变片应贴在_。A拱脚上缘B拱脚下缘C拱顶上缘D拱顶下缘25、土的密度越大,干密度 _ A不变B不一定C越大D越小二、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、记录控制包括()程序。A质量
20、记录B技术记录C评审记录D数据记录2、电弧焊接头尺寸偏差检测项目包括_。A纵向偏移B弯折C焊缝厚度D焊缝宽度E焊缝长度3、目前,测定混凝土拌和物和易性的现行方法主要有_。A坍落度法B贯入阻力法C维勃稠度法D目测法4、隧道通风检测的内容有 _。A粉尘浓度测定B瓦斯测定C一氧化碳测定D二氧化碳测定E烟雾浓度测定5、进行酸碱度试验时,需制备土悬液,该悬液土样应过多大孔径筛_ A1mm B2mm C0.074mm D0.5mm 6、单位面积质量反应土工合成材料的哪些性能_ A原材料用量B生产的均匀性C质量的稳定性文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码
21、:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2
22、HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6
23、ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档
24、编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F
25、2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F
26、6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3
27、文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3D与产品性能无关7、钻孔灌注桩泥浆的作用是_。A护壁B浮悬钻渣C保持孔内水头D保证钻进速度8、压缩试验可整理出的曲线有:_ Ae-p 曲线Bp-s 曲线Ce-lgp曲线Dp-f 曲线9、超声脉冲检测混凝土相对均匀性时,换能器的布置方式有()。A对测法B斜测法C平测法D钻孔法10、刻痕钢丝的力学性能检测有_。A抗拉强度 b B伸长率C弯曲次数D松弛11、
28、采用 3s法确定可疑数据取舍的判定公式为()。A.A B.B C.C D.D 12、与石油沥青粘附性较好的石料有:_ A石灰岩B花岗岩C砂岩D玄武岩13、下列关于工程建设项目质量评定的说法中,正确的是_。A工程建设项目质量等级分为三级B只要有一个单位工程不合格,建设项目工程质量为不合格C所有单位工程全部合格,建设项目工程质量等级为合格D只有所有的单位工程全部优良,工程建设项目才能评为优良14、路面雷达测试系统能够检测的项目有_。A路面各层及总厚度B路面下空洞探测C桥面混凝土剥落状况D桥内混凝土与钢筋脱离情况15、灌砂法测定土的干密度,已知试洞中湿土质量为4031g,试洞内灌进砂质量为 2233
29、.6g,标准砂密度为 1.28g/cm3,则该土密度为 _。A2.12g/cm3 文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O
30、5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C
31、7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5
32、V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D
33、9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U1
34、0C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2
35、P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3B2.29g/cm3 C2.31g/cm3 D2.35g/cm3 16、锚杆起到 _。A支撑作用B组合梁作用C加固拱作用D悬吊作用E挤密作用17、路堤施工段落短时,分层压实度应点点符
36、合要求,且实际样本数量不少于 _。A3 个B5 个C6个D10 个18、抽样标准是指抽样检验采用_。A系统抽样B分层抽样C单纯随机抽样D随机抽样19、下列试验方法中,在细粒土和粗粒土的密度试验中,均适用的现场测试方法为_ A灌水法B灌砂法C密度计法D环力法20、在沥青面层弯沉检测中,下列4 种情况应进行温度修正的有_。A路面温度 15,沥青面层厚度10cm B路面温度 15,沥青面层厚度4cm C路面温度 25,沥青面层厚度10cm D路面温度 25,沥青面层厚度4cm 21、土中粗、细粒组含量相同时,土定名为_。A粗粒土B细粒土C中粒土D以上均不对22、测定沥青混合料试件密度时,蜡封法适用于
37、以下那种情况_。A吸水率小于 2%B开级配沥青混合料C吸水率大于 2%D以上 3 种情况均不适用23、管理体系文件包括 _。A质量手册B程序文件C作业指导书文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2
38、HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6
39、ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档
40、编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F
41、2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F
42、6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3
43、文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3D质量评审标准E记录表格报告等24、下列属于土工合成材料物理性能试验的是:_ A厚度试验B垂直渗透性能试验C
44、拉伸试验D单位面积质量测定25、沥青密度试验的目的是:_ A供沥青贮存时体积与质量换算用B用以计算沥青混合料配合比C评价沥青质量D评价沥青胶体结构文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8
45、U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7
46、Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF
47、2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1
48、U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4
49、T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3文档编码:CF2E9D9O5F2 HV1U8U10C7F6 ZZ4T7Y2P5V3
限制150内