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2022年二级建造师公路工程考试真题及答案解析 .pdf

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1、20XX 年二级建造师公路工程考试真题及答案解析一、单选题1、路基填料的强度指标是()A.压实度B.CBR 值C.稳定度D.塑性指数【答案】B【解析】考查路基填料选择。强度要求是按CBR 值确定。教材2。2、填石路基采用强力夯实施工时，填补夯坑的填料应选用()A.碎石土B.砂性土C.软质石料D.与路基同类型石质填料【答案】D【解析】考查填石路基施工技术。在强力夯实法中，每一分层连续挤密式夯击，夯后形成夯坑，夯坑以同类型石质填料填补。教材P7。3、岩石挖方路段不宜选用的挡土墙是()A.重力式挡土墙B.加筋土挡土墙C.锚杆挡土墙D.锚定板式挡土墙【答案】B【解析】考查挡土墙。加筋挡土墙一般应用于地

2、形较为平坦且宽敞的填方路段上，在挖方路段或地形陡峭的山坡，由于不利于布置拉筋，一般不宜采用。教材P31。4、关于填隙碎石施工的说法，正确的是()A.单层填隙碎石的压实厚度宜为公称最大粒径的1.5-2.0 倍。B.填隙料应干燥C.填隙碎石施工，应采用胶轮压路机D.填隙碎石碾压后，表面集料间的空隙应填满，但表面应看得见集料文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10

3、 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4

4、ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档

5、编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J

6、10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I

7、4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3

8、文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O

9、7J10 HB4D2E7Q7I4 ZC2G5N9X5E3【答案】C【解析】考查填隙碎石施工，C 正确说法为宜采用振动压路机碾压。教材 P43.5、无机结合料稳定材料组成设计流程正确的是()A.施工参数规定生产配合比设计目标配合比设计原材料检验B.施工参数规定目标配合比设计生产配合比设计原材料检验C.原材料检验生产配合比设计目标配合比设计施工参数确定D.原材料检验目标配合比设计生产配合比设计施工参数确定【答案】D【解析】考查无机结合料稳定基层(底基层)施工对原材料的技术要求。无机结合料稳定材料组成设计流程：原材料检验目标配合比设计生产配合比设计施工参数确定，教材P49

10、.6、路面透水性排水基层施工中，在连续长纵坡破段或凹形竖曲线路段，排水层内渗流的自由水有可能被堵封或渗流路径超过45-60m时，为拦截水流及缩短渗流长度有应增设()。文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2

11、O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7

12、Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X

13、5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8

14、P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2

15、E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N

16、9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3A.纵向排水管B.横向排水管C.纵向集水管D.横向铁水井【答案】B【解析】考查路面基层排水。教材P

17、94。7、关于桥梁桩基使用冲击钻成孔的说法，正确的是()A.不适合于有孤石的砂砾石层B.开始钻进宜快不宜慢C.钻进过程中一定要保持护筒内的水头D.遇有倾斜岩石，不得采用冲击钻钻进【答案】C【解析】考查桩基础施工。选项A，正确的说法应为“冲击钻成孔灌注桩适用于黄土、粘性土或粉质粘土和人工杂填土层，特别适合于在有孤石的砂砾石层、漂石层、硬石层、岩层中使用”;选项 B，正确说法为“开始钻进宜慢不宜快”;选项 D，正确说法为岩层一般是倾斜，与钻机解除面位置垂直，此处位置通过回填卵石反复冲钻，直到岩层平整，然后再继续钻进，防止卡钻、孔位倾斜等。教材 P12-113。文档编码:CT1B8P2O7J10 H

18、B4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC

19、2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码

20、:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10

21、 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4

22、ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档

23、编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J

24、10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E38、关于预应力管的说法，正确的是()A.所有管道均应设压浆孔B.应在管道最低点设排气孔C.必要时在管道最低点设排水孔D.管道应采用定位钢筋固定安装【答案】B【解析】本题考查桥梁上部结构支架施工。教材P126。9、根据公路隧道设计规范，长度大于()的隧道应设置照明。A.100m B.150m C.200

25、m D.250m【答案】A【解析】考查隧道结构的组成。教材P155。10、下列隧道现场监控量测项目中，属于必测项目的是()A.围岩压力B.锚杆压力文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D

26、2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5

27、N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT

28、1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB

29、4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2

30、G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:

31、CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3C.周边位移D.爆破震动【答案】C【解析】考查隧道量测内容和方法。教材P161。11、隧道照明控制系统对洞内照明强度调

32、节的主要依据是()A.洞外的照度和噪声值变化B.洞外的照度和交通量变化C.洞内粉尘含量和交通量变化D.洞外的照度和粉尘含量变化【答案】B【解析】考查监控各子系统的功能与构成。照明控制系统能根据洞外的照度变化、交通量的变化对洞内照明强度调节，节约用电，降低运营费用。教材P170 文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X

33、5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8

34、P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2

35、E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N

36、9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1

37、B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4

38、D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G

39、5N9X5E3【答案】B【解析】超纲题目。劳动力不均匀系数：K=人力高峰值 Rmax/人力平均值。13、进度计划调整过程中，压缩关键工作持续时间可采用的管理措施是()A.优化工作控制流程B.改进施工方法C.提供加快进度所需资金D.采用信息技术进行计划调整【答案】D【解析】考查工程进度的控制。教材P181。A 属于组织措施;B属于技术措施;C 属于经济措施。14、下列水泥稳定料粒基层质量检验的实测项目中，属于关键项目的是()A.平整度B.压实度C.纵断高程D.横坡文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q

40、7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5

41、E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P

42、2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E

43、7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9

44、X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B

45、8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D

46、2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3【答案】B【解析】考查路面工程质量检验。教材P196。15、危险源风险评价 LEC 法的公式为 D=L E C，其中 E 的含义是()A.项目重要程度分值B.事故发生的可能性分值C.暴露于危险环境的频繁程度分值D.事故造成的后果分值【答案】C【解析】考查工程安全隐患排查与治理。L 为事故发生的可能性分值，E 为暴露于危险环境的频繁程度分值，C 为事故造成的后果分值，教材 P209-210.16、

47、关于隧道施工爆破作业安全技术要求的说法，正确的是()A.当发现有“盲炮”时必须由专职安全员排除B.有轨机动车运送炸药和雷管时，须分别放置于相邻的两个车厢C.人力运送爆破器材时，中途不得停留D.自行车职能运送雷管，不能运送炸药【答案】C 文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10

48、HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 Z

49、C2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编

50、码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J10 HB4D2E7Q7I4 ZC2G5N9X5E3文档编码:CT1B8P2O7J1

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关键词：: 2022年二级建造师公路工程考试真题及答案解析 2022 二级建造师公工程考试答案解析

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本文标题：2022年二级建造师公路工程考试真题及答案解析 .pdf
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