[原创]试验检测员资料 [复制链接]

下了，谢谢G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

有水运工程的吗？G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

有水运工程的吗？G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

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试验检测检测员资格材料试验科目考试G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

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一、单项选择题(每题1分,共20题)G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

 1、评价沥青老化性能的试验方法是（G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
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A  闪点试验G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     B、薄膜烘箱试验；C、加热质量损失试验D、溶解度试验G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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2、由不同的人，在不同的实验室，使用不同的仪器，按规定的试验方法进行的试验结果之间的误差属于（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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A、重复性误差；B、平行误差 C、再现性误差  D、相对误差G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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  3、采用沸煮法是针对水泥中的（ ）成分，检测水泥的安定性是否合格。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、游离氧化钙；    B、游离氧化镁；    C、三氧化硫；    D、A、B、C

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  4、用于水泥混凝土的粗集料，采用连续级配与间断级配相比较其最明显的缺点是（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、单位用水量大；    B、拌和物流动性差；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、拌和物易离析；    D、单位水泥用量大G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  5、水泥的物理力学性质技术要求包括细度、凝结时间、安定性和( )等。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、烧失量    B、强度    C、碱含量    D、三氧化硫含量G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  6、沥青的针入度越高，说明该沥青（ ）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、粘稠程度越大；    B、标号越低；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、更适应环境温度较高的要求；    D、更适应环境温度较低的要求G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  7、道路混凝土配合比设计与普通混土相比，其最明显的差别是（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、设计指标；    B、设计步骤；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、设计过程；    D、设计思路G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  8、安定性试验的沸煮法主要是检验水泥中是否含有过量的（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、氧化钠；    B、三氧化硫；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、游离氧化镁；    D、游离氧化钙；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  9、含水率为5%的砂220g，将其干燥后的重量为（ ）g。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、209；    B、209.52；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、210；    D、210.95

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G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  10、某地区夏季气候凉爽，冬季寒冷，且年降雨量较少，则该地区气候分区可能是（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、3－4－1；    B、3－2－3；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、4－2－2；    D、1－2－4

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  11、能搓成小于1mm～3mm土条而不断的土为（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、塑性高的土    B、塑性中等的土G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、塑性低的土    D、不一定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  12、土中的水可以分为（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、自由水与结合水    B、重力水与结合水G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、毛细水与重力水    D、毛细水与结合水G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  13、公路工程质量检验评分的评定单元为（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、分部工程    B、分项工程G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、单位工程    D、单项工程G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  14、在液、塑限联合测定法中土样含水量最低的一点，其锥入深度应控制在（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、10mm以下    B、15mm以下G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、5mm以下    D、2mm以下G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  15、以下指标中不属于土的基本物理性质指标的是（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、土的密度    B、土的干密度G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、含水量    D、土粒密度G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  16、试验结果表明，砂类土的内摩擦角随试样干密度的增加而（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、减小    B、增大G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    C、不变    D、不定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  17、对同一种土体分别用直剪试验的三种剪切方法进行试验，所得内摩擦角最小的为（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、快剪    B、慢剪    C、固结快剪    D、不确定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  18、在素土击实试验中试样制备分干法和湿法两种，对同一种土样分别用这两种方法制样，并分别求得各自相应的最大干密度ρdmax，则二者的大小（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

    A、相同    B、干法ρdmax不小于湿法ρdmax

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    C、干法ρdmax不大于湿法ρdmax    D、不能确定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  19、土的液性指数Il＝1时，土处于（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、液限    B、塑限    C、缩限    D、塑指G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  20、压缩试验中先期固结压力PC由（ ）确定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    A、e～p曲线    B、e～lgp曲线G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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    C、lge～lgp曲线    D、lge～p曲线G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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二、判断题(每题1分,共40题)G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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  21、材料在进行抗压强度试验时，加载速度小者，试验结果偏大。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  22、采用间断级配拌制的水泥混凝土的力学性能不能采用连续级配的混凝土。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  23、混凝土坍落度的大小不能全面代表新拌混凝土工作性状态。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  24、当环境温度较高时，沥青混合料选用的沥青用量应比最佳沥青用量适当小一些。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  25、由于采用偏碱性的石料，使水泥混凝土易发生碱集料反应，从而造成混凝土结构上的破坏。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  26、根据通过量计算得到的砂的细度模数值越大，则砂的颗粒越粗。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  27、为改善沥青混合料的粘附性，可在沥青混合料中添加适量的水泥或石灰粉替代部分矿粉。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  28、沥青混合料随矿料公称最大粒径的增大，高温稳定性提高，但耐久性降低。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  29、当沥青混合料达到最大稳定度承载能力不再增加的同时，其流值也不再变化。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  30、粗集料的压碎值测试方法对于沥青混凝土和水泥混凝土是相同的。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  31、当用于沥青混合料的粗集料其某一方向的尺寸超过所属粒级的2.4倍时，就可判断该颗粒为针状颗粒。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  32、当马歇尔试件的吸水率小于2％时，要采用水中重法测定其密度。 （ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  33、粘稠性大的沥青适用于气候温度偏高的地区。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  34、水泥从加水拌和时的塑性状态到开始失去塑性所需的时间称为水泥的初凝时间；从开始失去塑性到完全失去塑性所需的时间成为终凝时间。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  35、饱和度是指压实沥青混合料中的沥青体积填充矿料间隙体积的百分率。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  36、水泥胶砂抗压强度试验的结果不能采用去掉一个最大值和一个最小值，然后平均的方法进行结果计算。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  37、在以通过量表示的级配范围中，靠近级配范围下限的矿料颗粒总体偏粗，靠近上限总体偏细。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  38、在相同水灰比和用水量条件下，集料最大粒径发生变化，混凝土的坍落度要随之增加。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  39、筛析法测得的水泥细度，能够真实反映水泥颗粒的实际细度。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  40、水泥混凝土的抗压强度越高，相应的抗折强度也就越高。（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  41、氧化钙含量超过氧化镁含量的生石灰称之为钙质石灰G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  42、击实试验是利用标准化的击实仪器，测定土的干密度与相应含水量的关系，用来模拟现场施工条件下，所能获得的路基土压实的最大干密度和相应的最佳含水量G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  43、同一种土体在不同击实功的条件下，其最大干密度不变G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  44、在击实试验中如选用干法制样，应首先将土样在105～110℃温度下烘干G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  45、含有机质的低液限粘土代号为CLO

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  46、搓条法中只要土体断裂，此时含水量就是塑限含水量G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  47、土的颗粒大小分析方法是筛分法和比重计瓶法两种G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  48、土粒的固相物质一般包括原生矿物、次生矿物和有机质G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  49、应变控制式直剪仪是等速推动剪切容器，使土样等速位移受剪G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  50、用于基层的石灰一般应达Ⅲ级以上G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  51、击实功愈大，土的最大干密度愈大，而土的最佳含水量则愈小G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  52、土的塑性指数反映了大小不同粒组分布情况G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  53、标准贯入试验属于小应变试验G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  54、比重法与比重瓶法均是用于测定土样的土粒比重的试验方法G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  55、在土的粒组划分中，粗、细粒土是以2mm为分界点G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  56、在击实曲线中，其最大湿密度所对应的干密度为所作土的最大干密度G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  57、平板载荷试验是在与建筑物基础工作相似的受荷条件下，对天然条件下的地基土测定加于承载板的压力与沉降的关系，实质是基础的模拟试验G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  58、含砂的高液限粘土代号是“CHG”

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  59、土的含水量是指土中结合水重与固体颗粒重之比G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  60、在“碳化钙气压法”中，碳化钙是作为干燥剂使用的G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  61、水泥混凝土的砂率确定主要考虑了（ ）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、耐久性；   B、水灰比；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   C、集料最大粒径；   D、工作性；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  62、从混凝土组成材料的质量和比例而言，影响混凝土强度的主要因素有（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、灰水比；   B、粗集料品种；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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   C、水泥品种；  D、水泥强度。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

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  63、集料的表观密度是指单位表观体积集料的质量，表观体积包括（）。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、矿料实体体积；   B、开口孔隙体积；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  C、闭口孔隙体积；  D、毛体积。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  64、水泥混凝土工作性试验中得到的定性结果是（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、粘聚性；   B、坍落度值；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   C、保水性；  D、维勃稠度值。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  65、在计算水泥混凝土初步配合比时，混凝土的耐久性通过限制（）来保证。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、单位用水量   B、最大水灰比；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  C、最小单位水泥用量；  D、浆集比G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  66、粘性土的抗剪强度与土的（ ）有关G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  A、含水量   B、土粒的组成特征G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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  C、法向应力  D、剪切方法G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  67、相对密度指标（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、可以评价各种土的密实状态  B、可以评价粘性土的密实状态G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  C、可以评价砂性土的密实状  D、在实际应用中仍存在缺陷G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  68、影响土击实效果的因素有（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、土的含水量   B、击实功   C、土的种类  D、土的级配G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

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  69、细粒土根据塑性图分类，确定为高液限粘土，其液限可能是（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、大于50％   B、小于50％G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   C、等于50％   D、不大于50％G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  70、土的三相体比例指标中，可通过室内试验直接测出的基本物理指标有（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  A、土粒比重  B、孔隙比G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   C、土的天然密度  D、含水量G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
   

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  71［单选题］、沥青的粘滞性是沥青的一项重要性质，有关沥青粘滞性的描述可能是: ① 沥青的粘滞性越高，相应的针入度越大，沥青的标号也就越高，适用的环境温度可以低一些； ② 沥青的粘滞性越小，相应的针入度越大，沥青的标号也就越高，适用的环境温度可以低一些； ③ 沥青的粘滞性越大，相应的针入度越小，沥青的标号也就越低，适用的环境温度可以高一些； ④ 沥青的粘滞性越小，相应的针入度越小，沥青的标号也就越低，适用的环境温度可以高一些；上述说法正确的是（）.

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   A、①、②；   B、②、③；   C、③、④；   D、①、④.G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  72［单选题］、满足结构设计强度、施工和易性、耐久性、经济性要求，是混凝土配合比设计的基本要求， ① 满足结构设计强度要求，是指配合比的试验室强度只要达到结构设计强度即可。 ② 满足施工和易性要求。是指拌和物的坍落度只需满足拌和时的要求即可。 ③ 对路面混凝土而言，耐久性主要是指抗侵蚀性。 ④ 经济性主要是指在保证混凝土强度的前提下节约水泥，降低成本。上面的叙述处存在（）错误。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、两处；   B、三处；   C、四处；  D、五处G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  73［单选题］、压碎试验是判断粗集料承载能力的一项试验，其中： ① 针对水泥混凝土或沥青混合料的不同用途，在条件许可的情况下，压碎试验应采用不同的操作方法； ② 在水泥混凝土用粗集料进行试验时，通过标准量筒确定每次试验的材料用量，而对沥青混合料用的粗集料时可直接在加压筒中确定材料用量； ③ 因沥青混合料中粗集料所承受的荷载高于水泥混凝土中粗集料所承受的荷载，所以加载试验时的荷载前者高于后者； ④ 采用压碎到一定粒径的百分数作为试验结果，该结果用压碎值表示； ⑤ 由于采用不同的计算公式，试验结果表示了不同的含意；根据上述描述，其中意思表达有误的共有：（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  A、两处；  B、三处；  C、四处； D、五处。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  74［单选题］、《水泥胶砂强度检验方法（ISO法）》（GB/T 17671-1999）对《公路工程水泥混凝土试验规程》中T 0503-94所作的修订有： ① 砂由原来的标准石英砂改为ISO标准砂，水泥 : 砂由原来的1 : 2.5修订为1 : 3； ② 水灰比由原来的0.44与0.46改为0.50，胶砂的搅拌工艺由原来的恒速一次性搅拌改为分次加料变速搅拌； ③ 加载速度变为：抗折50±5N/S,抗压5±0.5KN/S； ④ 测抗压强度时，承压面积由原来的2500mm2改为1600 mm2； ⑤ 数据处理：抗折结果无需改变没变，抗压以六个结果中剔出最大、最小值后剩余的4个进行平均后最为结果，计算精确至0.1Mpa。上述有可能正确的是：G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、① ② ④ ⑤；   B、① ③ ⑤；   C、① ② ③ ④ ⑤；  D、① ② ④。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  75［单选题］、下面是关于水泥混凝土初步计算配合比设计的内容，按设计程序正确的排列是（）。 ①计算配制强度；②确定单位用水量；③计算水灰比；④确定砂率；⑤计算单位水泥用量；⑥计算砂、石用量。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 A、①-②-③-④-⑤-⑥；  B、①-②-④-⑤-③-⑥；G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   C、①-③-②-⑤-④-⑥；   D、①-⑤-②-④-③-⑥。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  76［单选题］、下列有关“蜡封法”的叙述中，错误的有（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 A、本试验方法适用于易破裂土和形态不规则的坚硬土G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  B、用削土刀切取体积大于30cm3试件，应注意保留试件表面浮土及尖锐棱角并称量，准确至0.01g

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  C、将石蜡加热至刚过熔点，用细线系住试件浸入石蜡中，使试件表面覆盖一薄层严密的石蜡G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  D、若试件蜡膜上有气泡，需用热针刺破气泡，再用石蜡填充针孔，涂平孔口G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  77［单选题］、下列有关“比重瓶法”的叙述中，错误的有（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  A、本试验的目的是测定土的颗粒比重，它是土的物理性质基本指标之一G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  B、本试验法适用于粒径小于5mm的土G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 C、试验前应将比重瓶洗净、烘干、称重，并对其在不同温度下的实际容积进行标定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  D、试验中对含有一定量可溶盐、不亲性胶体或有机质的土，必须用蒸馏水测定，并用真空抽气法排除土中气体G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  78［单选题］、下列有关“碳化钙气压法”的叙述中，错误的有（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   A、本试验方法适用于路基土和稳定土含水量的快速测定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  B、目前仪器型号有两种：HKC－30型和HKC－200型G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 C、其吸水剂采用纯度为80.66％的碳化钙粉末G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  D、在仪器关闭之前，应将土样与吸水剂充分混合G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  79［单选题］、下列有关土的粒度成分的试验中，叙述错误的是（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 A、土的颗粒分析试验包括筛析法和水析法两种G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 B、其中水析法适用于粒径小于0.002mm的土样，依据测试手段的不同，水析法又可分为比重计法和移液管法G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 C、甲种比重计所给出的刻度数表示20℃时每1000ml悬液中土质量的克数G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  D、乙种比重计所给出的刻度数表示20℃悬液的比重值G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  80［单选题］、下列有关“土的工程分类”的叙述中，错误的有（ ）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  A、土颗粒组成特征应以土的级配指标的不均匀系数Cu和曲率系数Cc表示G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  B、不均匀系数Cu反映粒径分布曲线上的土粒分布范围G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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  C、曲率系数Cc反映粒径分布曲线上的土粒分布性状，其值越大，表明级配越良好G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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 D、细粒土应根据塑性图分类。土的塑性图是以液限WL为横坐标、塑性指数Ip为纵坐标构成的G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

答案如上，如有错误的请网友修改。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

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答案如上，如有错误的请网友修改。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

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答案如上，如有错误的请网友修改。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

[此贴子已经被作者于2006-12-4 18:28:42编辑过]G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

挺不错的，如果我有答案了一定也传一份上去。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

谢谢G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

谢谢！版主G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

谢谢了！G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

  38、在相同水灰比和用水量条件下，集料最大粒径发生变化，混凝土的坍落度要随之增加。（）G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
    

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   正确  不正确G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ
     

如果集料最大粒径变大，坍落度不变小了吗G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

如果集料最大粒径变大，坍落度不变小了吗G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

[此贴子已经被作者于2006-12-8 17:04:42编辑过]G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

这才叫真题G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

18选得不对，干法大于湿法的。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

 B、干法ρdmax不小于湿法ρdmax G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

也是不对的，我觉得只适合选D不能确定G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

不过素土到底是指什么呢？我不是很明白[em04]G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

[em04]我只知道干法ρdmax大于湿法ρdmax是在采用高含水量粘质土进行比较时才会出现的。也就是高液限土击实试验规定要用湿土法进行试验的原因。 在这种含水量高的状态下，最干土法的最佳含水量也会比湿土法的要小。G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ

[此贴子已经被作者于2006-12-12 23:26:10编辑过]G„2[‹5y#Ïbbs.3c3t.comÇP™êø àœ