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2010一级建造师考试《公路工程》真题.pdf

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1、1/19 封面2/19 作者：PanHongliang 仅供个人学习一、单项选择题(共 20 题、每题 1 分。每题的备选项中。只有一个最符合题意)第 1 题：路堤填筑前，应通过取土实验确定填料最小强度和()。A.最大粒径B.平均粒径文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU

2、1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6

3、N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码

4、:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5

5、HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 Z

6、F6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档

7、编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y33/19 C.CBR值D.松方

8、系数【正确答案】：A 第 2 题：土质路堑混合挖掘法是指()混合使用。A.多层横向全宽挖掘法和分层纵挖法B.单层横向全宽挖掘法和分层纵挖法C.多层横向全宽挖掘法和通道纵挖法D.单层横向全宽挖掘法和分段纵挖法【正确答案】：C 第 3 题：某路堤的基底有1 处直径 8cm的泉眼，针对该水源应设置的排水设施是()。A.暗沟B.截水沟C.拦水带D.渗井【正确答案】：A 第 4 题：不属于嵌锁型粒料基层的是()。A.填隙碎石基层B.泥结碎石基层C.级配碎石基层D.泥灰结碎石基层【正确答案】：C 第 5 题：沥青碎石玛脂混合料属于()结构。A.密实-悬浮B.密实-骨架C.骨架-空隙文档编码:CH1T2V3

9、F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K

10、2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H1

11、0Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2

12、V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G

13、1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6

14、H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1

15、T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y34/19 D.骨架-悬浮【正确答案】：B 第 6 题：特重、重交通水泥混凝土路面不宜采用()水泥。A.旋窑道路硅酸盐B.旋窑硅酸盐C.普通硅酸盐D.矿渣硅酸盐【正确答案】：D 第 7 题：采用重力式 U型桥台的单跨拱桥全长是指()之间的距离。A.两个拱脚截面最低点B.设计洪水位上两个桥台

16、C.两个桥台的侧墙后端点D.拱轴线两端点【正确答案】：C 第 8 题：斜拉桥主塔的受力性质主要是()。A.承压B.受扭C.受拉D.受剪【正确答案】：A 第 9 题：通航河流上重力式桥台与重力式桥墩比较，其计算荷载还应考虑()。A.纵向风力B.横向风力C.流水压力D.土侧压力文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y

17、3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3

18、F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K

19、2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H1

20、0Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2

21、V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G

22、1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6

23、H10Y35/19【正确答案】：D 第 10 题：关于隧道施工供电线路安装要求的说法，不符合规定的是()。A.成洞地段固定的电力线路应使用绝缘良好胶皮线B.瓦斯地段输电线必须使用胶皮线C.竖井、斜井应采用铠装电线D.施工地段临时电线应采用橡套电缆【正确答案】：B 第 11 题：省级高速公路监控系统三级管理机构的组成是()。A.一级监控中心、二级监控中心、三级监控中心B.道路监控中心、桥梁监控中心、隧道监控中心C.省监控中心、地级监控中心、县级监控中心D.省监控中心、路监控分中心、监控所【正确答案】：D 第 12 题：下列指标中，属于沥青混凝土路面检验工程的是()。A.渗水系数B.纵横缝顺直度C

24、.面板的弯拉强度D.相邻板高差【正确答案】：A 第 13 题：关于路基土方施工安全技术要求的说法，错误的是()。A.开挖土方前，必须了解土质、地下水的情况B.靠近建筑物、脚手架挖土时，视具体情况确定是否采取安全防护措施C.在居民区附近开挖土方，不论开挖深度大小都应视为高处作业D.高边坡开挖土方，作业人员要戴安全帽【正确答案】：B 文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V

25、3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1

26、K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H

27、10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T

28、2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4

29、G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E

30、6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH

31、1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y36/19 第 14 题：公路工程建设工程竣(交)工验收期间，质量监督机构进行工程质量检测所需的费用由()承担。A.施工单位B.质量监督机构C.工程法人D.中心实验室【正确答案】：C 第 15 题：关于测量仪器使用和保管的说法，错误的是()。A.仪器的配置与使用范围应经工程总工签认确定B.仪器档案的原件必须随仪器装箱C.超过了规定的周检时间确认间隔的仪器必须停止使用D.仪器转站时严禁将带支架的仪器横扛肩上【正确答案】：B 第 16 题：企业管理费由基本费用、主副食运费补贴、职工探亲路费、职工取暖补贴和()几项组成。A.财务费B.

32、材料费C.利润D.税金【正确答案】：A 第 17 题：某路基土方开挖施工共需1800 个工日，计划施工时间为20 天，每天安排 2 个班组轮流工作各8 小时，则每个施工班组应配置的人数为()人。A.6B.23C.45D.90文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1

33、K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H

34、10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T

35、2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4

36、G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E

37、6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH

38、1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y37/19【正确答案】：C 第 18 题：

39、材料核算主要有量差考核价差考核两方面，下列做法没有体现量差控制的是()。A.限额领料B.控制场内运输和操作损耗C.优化实验配合比D.控制场外运输损耗【正确答案】：D 第 19 题：下列措施中，可防止水泥稳定土基层裂缝的是()。A.采用塑性指数较高的土B.养生结束后应及时铺筑下封层C.采用快凝水泥D.采用较高的水泥用量【正确答案】：B 第 20 题：公路建设市场管理办法规定，因中标人疏于安全管理造成重大或特大事故的，取消其()内参加依法必须进行招标的工程的投标资格。A.1 年至 2 年B.1 年至 3 年C.2 年至 4 年D.2 年至 5 年【正确答案】：D 二、多项选择题(共 10 题，每题

40、 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)第 21 题：.粉煤灰路堤的组成除路堤主体部分外，还包括()。A.边坡盲沟B.包边土C.封顶层文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K

41、2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H1

42、0Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2

43、V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G

44、1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6

45、H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1

46、T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y38/19 D.隔离层E.反滤层【正确答案】

47、：ABCD 第 22 题：关于沥青混凝土路面施工时选用沥青的说法，正确的有()。A.在夏季温度高且持续时间长的地区修建高速公路，应采用稠度大、黏度大的沥青B.对日温差、年温差大的地区，宜选用针入度指数小的沥青C.当高温要求与低温要求发生矛盾时，应优先考虑满足低温性能的要求D.汽车荷载剪应力大的路面结构层，宜选用稠度大、黏度大的沥青E.当缺乏所需标号的沥青时，可采用不同标号掺配的调和沥青【正确答案】：ADE 第 23 题：关于隧道浅埋段开挖施工技术的说法，正确的有()。A.根据围岩及周围环境条件，可优先采用单侧壁导坑法或双侧壁导坑法B.围岩完整性较好时可采用全断面法开挖C.开挖后应尽快施作锚杆、

48、喷射混凝土、敷设钢筋网D.V 级以下围岩，宜待围岩稳定后再做衬砌E.地质条件很差时，宜采用锚杆、超前小导管注浆加固围岩等辅助方法施工【正确答案】：ACE 第 24 题：在流沙段开挖隧道，可采用的治理措施有()。A.必要时采取井点法降低地下水位B.采用注浆法固结围岩C.采用从下而上分部开挖，先挖后护D.在流沙逸出口附近较干燥围岩处，应尽快打入锚杆或施作喷射混凝土层E.可采用工字钢支撑或木支撑进行支护【正确答案】：ABDE 第 25 题：高速公路计重收费系统设置的低速/静态轴重检测系统主要由称重仪及()等组成。文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编

49、码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5

50、 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7 ZF6N9E6H10Y3文档编码:CH1T2V3F7I5 HU1Y4G1K2V7

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关键词：: 公路工程 2010 一级建造考试

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本文标题：2010一级建造师考试《公路工程》真题.pdf
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