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1、2015 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、与产品、过程、体系或人员有关的第三方证明称为_。A认B认可C实验室认可D合格评定2、根据现行公路工程质量检验评定标准的划分，_为分部工程。A软土地基B小桥C基层D大型挡土墙3、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4、以下试验检测项目属于施工准备阶段的是_。A钢材试验B水泥试验C混凝土配合比试验D混凝土强度抽样试验E桥梁荷载试验5、可区分为一
2、般工程和主要工程的是_。A分部工程B分项工程C单位工程D建设工程6、半刚性基层沥青面层弯沉测试中，当_时应进行温度修正。A路面温度 15，沥青面层厚度10cmB路面温度 15，沥青面层厚度4cmC路面温度 20，沥青面层厚度10cmD路面温度 20，沥青面层厚度4cm7、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8、等级证书有效期为 _年。A3B5C7D109、塑性图是哪两个指标的关系曲线_AIp-LBIP-PCIP-LDIP-L10、石灰工业废渣稳定土宜采用塑性指数_的黏性土。A1020B1220C820D122211、喷射混凝土时为减少粉尘和回
3、弹率可采取（）等措施。A增大粗大集料的粒径B湿喷工艺，添加外加剂C加大水量D加大风压12、热拌沥青混合料应检查的项目有_。A拌和温度B矿料级配C沥青用量D针入度13、有 CMA 标志的检验报告可用于产品质量评价成果司法鉴定，具有_。A合格标志B准确性C保护性D法律效力14、试验效率系数可用范围为_。A0.91.0B0.81.05C0.851.0D1.02.015、县级以上产品质量监督部门根据已经取得的违法嫌疑证据或者举报，可以行使下列职权 _。A向当事人的法定代表人主要负责人和其他有关人员调查，了解销售活动的情况B对当事人违法本法的生产销售活动的场所实施检查C查阅、复制当事人的合同、发票、账簿
4、以及其他有关资料D对不符人身保障人体健康和人身、财产安全的国家标准，予以查封或者扣押文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4
5、F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2
6、W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F
7、6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3
8、L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2
9、G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K
10、1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T116、桥梁静载试验中，截面抗弯应变测点应设置在截面横桥向应力可能分面较大的部位，沿截面上、下缘布设，横桥向测点设置一般不小于_处。A1B2C3D517、公路工程中应用的粉煤灰要求控
11、制的指标有_。A氧化硅、氧化铝、三氧化二铁总含量B烧失量C比表面积D有效氧化钙、氧化镁含量18、当无数次重复性试验后，所获得的平均值为_。A测量结果-随机误差B真值+系统误差C测量结果-系统误差D真值19、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20、对桥梁板式橡胶支座进行检验前，应将试样直接暴露在标准温度和湿度下停放_，以使试样内外温度一致。A24hB48hC72hD96h21、预应力混凝土钢筋张拉时，其钢筋的实测伸长值与相应的理论计算差值应控制在（）以内。A10%B6%C5%D3%22、对于隧道内喷射混凝土，施工中应主要检测其强度、_和平整度。A密度B面
12、积C厚度D湿度23、取得等级证书的检测机构，可设立_，承担相应公路水运工程的试验检测业务，并对其试验检测结果承担责任。A工地施工实验室B工地建筑实验室C工地流动实验室D工地临时实验室文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码
13、:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9
14、 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4
15、ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档
16、编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10
17、Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U
18、4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T124、回弹值测定完毕后，应选择不少于构件 _的测区数，在有代表性的位置上测得碳化深
19、度。A30%B50%C60%D10%25、缓和曲线长度 Ls 和超高过渡段 Lc 的正确关系有 _。ALc=LsBLcLsCLcLsDLcLs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、不能采用核子密度仪直接透射法测定压实密度的是_。A土基B石灰稳定土C沥青面层D水泥稳定砂砾2、滚搓法测土的塑限，土条搓至直径达多少时，产生裂缝并开始断裂时土的含水量为塑限 _A2mmB3mmC5mmD1mm3、在隧道照明中，_是最重要的技术指标。A路面照明B路面亮度C眩光参数D反射系数4、空隙率
20、是影响沥青混合料耐久性的重要因素，其大小取决于_。A矿料级配B沥青品种C沥青用量D压实程度5、某种水样经检验其pH 值为 6.1，说明该水质呈 _。A酸性B碱性C中性6、石料一般要求冻融后的质量损失率小于_。A1%B2%C4%D5%文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP
21、4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1
22、J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:
23、CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9
24、HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 Z
25、G1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编
26、码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T17、混凝土标准养生的龄期为_d。
27、A7B14C28D608、检测混凝土碳化深度需用浓度为_酚酞酒精溶液。A1%B2%C3%D4%9、以下 _材料为无机结合料。A沥青B石灰C粉煤灰D水泥10、土的回弹模量的测定方法有：_A承载板法B强度仪法C振动仪法D贯入实验11、土工织物具有 _特性。A过滤B排水C隔离D加筋E防渗12、水泥标准稠度用水量试验，试验室温度为202，相对温度不低于 _，湿气养护箱的温度为201，相对湿度不低于 _。A60%，90%B50%，90%C60%，95%D55%，95%13、以下材料 _可以用做柔性基层。A石灰土B沥青灌入式碎石C水泥稳定级配碎石D级配碎石14、土方路基平整度常用 _测定。A3m 直尺法B
28、连续平整度仪法C颠簸累积仪法D水准仪法15、进行分部工程划分时，按13km 路段划分的是 _。A路基土石方工程文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T
29、1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4
30、F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2
31、W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F
32、6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3
33、L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2
34、G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1B涵洞、通道C大型挡土墙D路面工程16、隧道衬砌喷射混凝土1d 龄期的抗压强度不应低于 _MPa。A0.8B5C10D1517、下列土中不属于粗粒土的是：
35、_A漂石B砾石C粉质土D黄土18、石油沥青老化后，其软化点较原沥青将_。A保持不变B升高C降低D先升高后降低19、计量标准器具的作用是（）。A确定计量基准B复现量值C检定计量标准D工作计量器具的计量器具20、压力机标定周期为 _。A3 个月B6 个月C1 年D2 年21、以下 _是工地快速测定无机结合料稳定土含水率的方法。A烘干法B砂浴法C酒精法D核子密度仪法22、地基荷载板试验 P-S曲线包括 _几个阶段。A压密阶段B剪切阶段C破坏阶段D隆起阶段E恢复阶段23、某隧道混凝土衬砌，用超声平测法测得超声波速为4200m/s，用冲击回波法测定其平均峰值频率为68kHz，则衬砌厚度为 _cm。A31
36、B38C62文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY
37、7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP
38、4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1
39、J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:
40、CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9
41、HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 Z
42、G1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1D6824、集料试验取样量的多少取决于_。A最大粒径B公称最大粒径C试验项目D试验频数25、水泥稳定细粒土基层集中厂拌法施工时，水泥最小剂量为_%。A3B4C5D6文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编
43、码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z
44、9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4
45、 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文
46、档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F1
47、0Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5
48、U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1文档编码:CY7I3L4F10Z9 HP4A2G2W5U4 ZG1J4K1F6T1