监理检测网论坛

注册

 

发新话题 回复该主题

[试题] 2010年度浙江省公路检测师部分真题 [复制链接]

1#
单选题:¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
单选题:¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
1、贝克曼梁测定回弹弯沉,百分表初读数为49,终读数为24。那么回弹弯沉值为¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A、(0.01mm)¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B.25(mm)¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C.50(0.01mm)¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D.50(mm)
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
2、法测定压实度时,环刀取样位置应位于压实层的¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A.
上部¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B.中部¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C.底部¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D.任意位置
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
3、平整度测试仪分断面类和反应类两种,3m直尺和簸簸累积仪属于¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
测试仪。
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A.
两者均是断面类¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B.两者均是反应类
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C.
前者是断面类,后者是反应类¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D.前者是反应类、后者是断面类
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
4、横向力系数SFC表征的含义为¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A.
测试车刹车时轮胎与路面的摩阻系数¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B.
测试轮侧面测得的横向力与轮荷载大小之比¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C.
测试轮在刹车时横向力的大小¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D.
测试轮侧面测得的横向力与测试车重量的比值¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
5、大型挡土墙工程应按¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
进行质量检验与评定。
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A
、分项工程¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B、分部工程¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C、单位工程¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D、单项工程¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
6、进行分部工程和单位工程评分时,采用加权平均值计算法确定相应的评分值。对于一般工程权值取1,主要工程权值取¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A
、1¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B、1.5¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C、2¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
D、3
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
7、对一组三根标准水泥混凝土抗折试件进行抗折强度试验,其极限破坏荷载分别为35.7KN、37.5KN、43.2KN,则该组混凝土的抗折强度试验结果为()¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
A、试验作废¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
B、5.00Mpa¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
C、4.88 Mpa  D、5.17Mpa
¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN

    已有1评分我要评分查看所有评分

    分享 转发
    TOP
    2#

    7题做错了一道。¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
    TOP
    3#

    学习一下,谢谢楼主¢­>‡Õ:HOQbbs.3c3t.com©ñՉ6 ñBÿN
    TOP
    发主话题 回复该主题