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1、1/10 封面2/10 作者：PanHongliang 仅供个人学习2015 年内蒙古公路工程实验检测员陶瓷砖实验考试试卷一、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、能够降低沥青混合料流值的因素是_。文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y
2、4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6
3、 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2
4、文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S
5、1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6
6、C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10
7、E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E23/10 A加大矿料的
8、最大粒径B增加沥青用量C提高沥青标号D提高集料的棱角2、下列属于单位工程的有 _。A路基土石方工程B路面工程C互通立交工程D交通安全设施3、测定二灰稳定碎石基层压实度，应优先采用_。A环刀法B灌砂法C蜡封法D核子密度仪法4、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5、人眼在可见光谱范围内视觉灵敏度的度量指标是指_。A光谱光效率B光通量C光强D照度6、国家标准编号为GB/T50*的 T 表示_。A替代B特别C推荐D通用7、相对误差分为 _。A相对真误差
9、B示值误差C引用误差D实用误差8、拱顶下沉速度在15mm/d 内的量测频率是 _。A2 次/d B1 次/d C1次/2d D1 次/周9、石料的单轴压缩变形实验加载速率为_MPa/s。A0.10.5 B0.51.0 C12 文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F
10、7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6
11、A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4
12、R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H
13、8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8
14、B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:C
15、K4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E24/10 D510 10、建设部工程质
16、量管理条例中规定：违反本条例规定，施工单位在施工中偷工减料的，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%以上 4%以下C6%以上 8%以下D8%以上 10%以下 11、沥青混合料施工生产抽样实验，矿料级配、沥青含量、马歇尔稳定度等结果的合格率不小于_。A85%B90%C95%D100%12、分项工程质量检验的内容包括_。A基本要求B实测工程C外观鉴定D质量保证资料13、搓条实验时，土条搓得越细而不断裂，则土的塑性_。A越高B越低C与土条粗细无关D上述答案均不正确14、用于检测和
17、校准并对结果有影响的每一处设备和软件均应加以唯一性_。A印章B标牌C标志D标识15、贝克曼梁测定路面弯沉时，测定应布置在_位置。A路面中心线B行车道中心线C行车道标线D行车道轮迹带16、在中，&sum。&iota。i 的含义是（）。A各级计算回弹变形值之和B最后一级计算回弹变形值C变形&le。1mm 的各级计算回弹变形值之和D变形&le。2mm 的各级回弹变形值之和17、石油沥青的化学组分中，_对沥青的热稳定性、流变性和粘性有很大的影响。A沥青质B胶质分C饱和分D芳香分文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8
18、F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B
19、6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK
20、4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4
21、H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C
22、8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:
23、CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 H
24、L4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E25/10 18、力的法定单位包括 _及它的倍数、分数单位。AM B千克C牛顿D帕斯卡19、超声波法检测桩身完整性适用于桩径大于_m以上的桩。A0.5 B0.8 C1.0 D1.2 20、现场总体考核中，评审组成员分别进行专项考核，分为_。A材料初审时发现的问题B对环境安全防护，有特殊要求的工程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21、年均降雨量大 1000mm 的高速
25、公路沥青路面抗滑性能指标交工验收，要求构造深度 TD 大于等于 _mm。A0.45 B0.50 C0.55 D0.60 22、橡胶支座实验的标准温度为_。A202 B205 C235 D255 23、混凝土用砂应尽量采用 _的砂。A空隙率小B总表面积小C总表面积大D空隙率小和总表面积均较小24、批质量是单个提交检查批的质量，用_表示。A每百单位产品不合格品数B产品不合格品数C每百单位产品合格品数D产品合格品数25、相对误差是指绝对误差与被测真值的比值，通常被测真值采用_代替。A理论真值B相对真值C规定真值D实际值二、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
26、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、高速公路和一级公路的路基宽度可能包括_。文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C
27、8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:
28、CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 H
29、L4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL
30、8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编
31、码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4
32、 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E26/10 A中间带宽度B错车道宽度C行车道宽度D爬坡车道宽度2、水泥混凝土抗弯拉强度实验可以选用的试件尺寸有_。A150mm150mm400
33、mm B150mm150mm550mm C150mm150mm600mm D150mm150mm650mm 3、沥青混合料的物理性质指标是_。A稳定度和流值B沥青饱和度C密度D空隙率4、采用维卡仪测定水泥初凝时间，以试针距底板的距离为_作为水泥净浆达到初凝状态的判定标准。A3mm1mm B4mm1mm C5mm1mm D6mm1mm 5、水泥的化学性质指标有：_ A氧化镁的含量B不溶物C烧失量D有害成分6、隧道开挖要求拱脚、墙脚以上_m 范围内严禁欠挖。A0.5 B1.0 C1.5 D2.0 7、建立识别质量体系中文件当前的修订状态和分发的控制清单或等同的文件控制程序的目的是（）。A便于建立档
34、案B易于查阅C防止使用无效文件D防止使用作废文件8、属于路基路面工程内在质量检测的指标有_。A压实度B厚度C强度D弯沉9、下列土工合成材料，哪些可以用宽条拉伸实验测其拉伸性能_ A土工格栅B土工织物文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A
35、10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R
36、9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8
37、F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B
38、6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK
39、4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4
40、H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E27/10 C复合土工织物D土工加筋带10、质检机构人员配置应根据所
41、进行的业务范围进行，各类工程技术人员、工程师以上人员，不得低于 _%。A20 B30 C50 D6011、沥青针入度作为条件粘度，在测定时采用了_的规定条件。A温度B标准针质量C贯入时间D沥青试样深度12、细粒土的最大粒径小于10mm，且其中小于 2mm 的颗粒含量不小于 _%。A95 B90 C80 D98 13、土的简易鉴别方法，可用哪种方法代替筛分法确定土粒组成_ A搓条法B目测法C手捻法D摇振反应14、交工验收时测定水泥稳定碎石基层的压实度，应采用_。A环刀法B灌砂法C钻芯法D核子密度仪法15、连续式平整度仪测定平整度时，其技术指标是_。A最大间隙B标准偏差C单向累计值D国际平整度指标
42、16、在选择核子密度仪测试位置时，应注意测试位置与距路面边缘或其他物体的最小距离不得小于 _，核子仪距其他射线源不得少于_。A30cm B10cm C10m D30m 17、预应力混凝土用 17 钢绞线(GB/T 52242003)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屈服负荷应力松弛性能文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK
43、4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4
44、H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C
45、8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:
46、CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 H
47、L4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL
48、8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编
49、码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E28/10 18、根据误差表示方法的不同，误差有（）。A绝对误差B相对误差C引用误差D示值误差19、计量是量值准确一致的测量。概括起来，计量工作具有（）的基本特点。A准确性B一致性C溯源性D法制性20、超声波法检测桩身完整性适用于桩径大于_m以上的桩。A0.5 B0.8 C1.0 D1.2 21、在 n 次重复实验中，事件A 出现了 m 次，则 m/n 称为事件 A 的_。A频数B频率C概率D频度22、施工企业工地实验室分为（）。A标段实验室B中心拌和站实验站C工点实验点D监理中心实验室23、石料软化系数计算取3 个试件
50、算术平均值，3 个值中最大与最小之差不应超过平均值的 _。A10%B15%C20%D25%24、气候分区为 1-3-2 的地区，数字 3 代表_。A高温气候区B低温气候区C雨量气候区D温度气候区25、水泥混凝土配合比设计中，耐久性是通过_控制的。A最大水灰比B最小砂率C最小水泥用量D最大用水量版权申明本文部分内容，包括文字、图片、以及设计等在网上搜集整理。文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10E2文档编码:CK4R9Z3S1Y4 HL4H8F7P6C6 ZL8C8B6A10