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1、2016 年上半年海南省公路工程试验检测员公路检测试题一、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、在进行预应力钢丝松弛试验时，加在试样上的初始负荷是公称抗拉强度的_乘以钢丝的计算面积。A50%B60%C70%D80%2、一组三个标准混凝土梁形试件，经抗折试验，测得的极限破坏荷载分别是35.52kN、37.65kN、43.53kN，则最后的试验结果是 _MPa。A5.19 B4.74 C5.02 D5.80 3、公路隧道设计规范规定，三、四级公路隧道内的烟尘允许浓度为_。A0.0075m1 B150PPm C0.0090m1 D250PPm 4、超声波检
2、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5、普通混凝土力学性能试验设备的试模组装后连接面缝隙不得大于_mm。A0.2 B0.3 C0.4 D0.5 6、根据设计任务、施工管理和质量检验评定的需要，应在_将建设项目划分为单位工程、分部工程和分项工程。A施工阶段B施工准备阶段C竣工验收阶段D质量检验评定阶段7、水泥采用分割法取样，对散装水泥，每1/10 编号在_min 内取至少 6kg。A5 B10 C15 D20 8、沥青混合料马歇尔稳定度试验中加荷速度为_mm/min。A105 B255 C505 D755 9、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
3、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10、某长度测量值为 19.80mm，其有效数字位数为 _位。A2 B3 C4 D5 11、喷射混凝土抗压强度试验要求任意一组试块的抗压强度平均值，不低于设计值的_。A50%B70%C80%D90%12、下列有关承载能力和强度的说法中，正确的是_。A回弹弯沉值越大，表示承载能力越小B回弹模量越大，表示承载能力越小CCBR 值越大，表示强度越小D压碎值越大，表示强度越大13、沥青混合料马歇尔稳定度试验，标准试件高度应符合_要求。A63.5mm1.0mm B60.5mm1.0mm C63.5mm1.3mm D60.5mm2.
4、5mm 14、含水率为 3%的湿砂 300g，经烘干后该砂为 _。A291.0g B288.3g C291.3g D294.1g 15、计量器具定义为复现量值或被测量转换成可直接观测的指标的_或等效信息的量具、仪器、装置。A保障体系B实施过程C认证体系D指示值16、下列环境检测的内容中不属于运营环境检测的是_。A粉尘检测文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK
5、5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q
6、2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK
7、5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q
8、2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK
9、5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q
10、2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2B照明检测C噪声检测D通风17、沥青路
11、面的渗水系数计算时，一般以水面从_下降至 _所需的时间为准。A100ml B500ml C300ml D700ml 18、石方路基实测项目中的关键项目是_。A压实B中线偏位C弯沉D无关键项目19、标准贯入试验，将贯入器打入土中 _cm 的锤击数作为标准贯入试验的指标。A15 B45 C30 D1545 20、公路隧道上常用的CPE防水卷材指的是 _。A聚氯乙烯防水卷材B三元乙丙橡胶防水卷材C氯化聚乙烯防卷材D氯丁橡胶卷材21、沥青与矿料粘附性试验是用于评定沥青与集料的_。A吸附性B抗压能力C抗拉能力D抗水剥离能力22、钢架支撑在平面上应垂直于隧道中线，在纵断面上其倾斜度不得大于_。A2B3C4
12、D523、”向上抛一石子必然下落”属于（）。A必然事件B随机事件C不可能事件D可疑事件24、水泥混凝土面层应按 _进行质量评定。A分项工程B分部工程C单位工程D单项工程25、土工合成材料的厚度一般在_kPa压力下测量。文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP
13、3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q
14、6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP
15、3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q
16、6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP
17、3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q
18、6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2A0.5 B1.0 C1.5 D2.0 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
19、个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、桥梁橡胶伸缩装置按照伸缩体结构不同可划分为_。A纯橡胶式伸缩装置B异型钢单缝式伸缩装置C模数式伸缩缝D板式伸缩装置2、坍落度仪试验法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 3、下列哪些问题是与土的强度有关的_ A边坡稳定问题B挡土墙稳定问题C地基土承载力问题D冻土问题4、贝克曼梁测定回弹弯沉，百分表初读数为51，终读数为 26，那么回弹弯沉值为_。A25(0.01m B25(m C50(0.01m D50(m 5、在石灰稳定土类混合料组成设计中，为了确定不同灰剂量混合料的
20、最佳含水量和最大干密度，至少应做_个不同石灰剂量混合料的击实试件。A3 B5 C6 D7 6、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7、表示钢材塑性指标的是 _。A屈服强度B伸长率C冲击韧性文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
21、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X
22、2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
23、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X
24、2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
25、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X
26、2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2D硬度8、按我国目前道路石油沥青的质量标准，评价沥青抗老化能力的试验方法主要有：_ A蒸发损失
27、试验B薄膜烘箱加热试验C旋转薄膜烘箱加热试验D燃烧试验9、_指标既可以反映沥青的感温性，又可以划分沥青的胶体结构。A针入度B延度C软化点D针入度指数10、_以上地方产品质量监督部门在本行政区域内也可以组织监督抽查。A省级B市级C县级D乡(镇)级11、以下什么方法适用于现场土基表面，通过逐级加载、卸载的方法测出每级荷载下相应的土基回弹变形，经计算求得土基回弹模量。_ A贝克曼梁法B承载板法CCBR 法D贯入仪法12、自动弯沉仪测定的弯沉为_。A静态回弹弯沉B静态总弯沉C动态回弹弯沉D动态总弯沉13、当隧道衬砌处于地下水环境中，混凝土的耐侵蚀系数不应小于_。A0.4 B0.6 C0.8 D1.0
28、14、在热轧钢筋电弧焊接头拉伸试验中，_个热轧钢筋接头试件的抗拉强度均不得小于该牌号钢筋规定的抗拉强度，并应至少有_个试件是延性断裂。_ A3，2 B2，1 C3，3 D2，2 15、混凝土试块标准养生条件应为_。A203，相对湿度 90%B235，相对湿度 95%C205，相对湿度 95%D202，相对湿度 95%文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H
29、7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文
30、档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H
31、7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文
32、档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H
33、7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文
34、档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q216、隧道明洞拱背回填必须对称分层夯实，每
35、层厚度不宜大于_cm。A10 B20 C30 D40 17、隧道防水混凝土抗渗试验最大压力要求为_MPa。A0.5 B2 C3 D5 18、石灰稳定基层对石灰有效钙镁含量的要求是：_ A对于钙质生石灰，不小于65%B对于钙质消石灰，不小于55%C对于镁质生石灰，不小于65%D对于镁质消石灰，不小于55%19、钢筋闪光对焊接头力学性能试验包括_。A强度B冷弯性能C韧性D硬度E塑性20、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，以求取两种方法测定密度的相关关系。A15 B25 C35 D30 21、处理因计量器具准确度所引起的纠纷，以_检
36、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在人民生活中被普遍使用的计量标准器具22、关于石灰稳定土劈裂强度试验有以下说法：试件是高径比为 1:1的圆柱体；试件以最佳含水率和最大干密度静压成型；粗粒土试模直径为15cm；南方地区试件养生温度为252；用于应力检验时试件保湿保温养生90d 进行强度试验。正确的说法有_。ABCD23、测定半刚性材料 7d 无侧限抗压强度时，试件应饱水_。A1d B2d C3d 文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T
37、2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W
38、2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T
39、2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W
40、2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T
41、2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W
42、2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T
43、2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2D7d 24、砂性土的孔隙直径必须大于浆液颗粒直径_倍以上方可注入。A2 B3 C4 D5 25、级配良好的砂子 _。A孔隙率小B总表面积小C平均粒径小D孔隙率及总表面积均较小文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
44、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X
45、2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
46、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X
47、2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA
48、5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2文档编码:CA5C2Q6V1W2 HK5H7G7H4X2 ZP3X2T2Y2Q2