2016年一级建造师《市政工程》考试真题(完整版).pdf

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1、一、单项选择题1.在行车荷载作用下产生板体作用，抗弯拉强度大，弯沉变形很小的路面是()。2.以下工程项目中，不属于城镇道路路基工程的项目是()。3.以下施工内容中，属于级配砂砾基层施工要点的是()。C.碾压时采用先轻型、后重型压路机碾压D.控制碾压速度，碾压只轮迹不大于5mm，外表平整坚实4.预应力混泥土应优先采用()水泥。5.关于桥梁防水涂料的说法，正确的选项是()。A.防水涂料配料时，可掺入少量结块的涂料C.涂料防水层内设置的胎体增强材料，应顺桥面形成方向铺贴D.防水涂料施工应先进行大面积涂布后，再做好节点处理6.沉井下沉过程中，不可用于减少摩擦阻力的措施是()。6.沉井下沉过程中，不可用

2、于减少摩阻力的措施是()。7.关于桥梁悬臂浇筑法施工的说法，错误的选项是()。A.浇筑混凝土时候，宜从与前段混凝土连接端开始，最后结束于悬臂前端B.中跨合龙段应最后浇筑，混凝土强度宜提高一段8.关于钢梁施工的说法，正确的选项是()。B.多节段钢梁安装时，应全部节段安装完成后再测量其位置，标高和预拱度文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6

3、HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X

4、5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档

5、编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10

6、I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B1

7、0 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R

8、7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P

9、7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7C.施拧钢梁高强螺栓时候，最后应采用本棍敲击拧紧9.SMW 工法桩(型钢水泥土搅拌墙)复合围护结构多用于()地层。10.基坑边坡坡度是直接影响基坑稳定的重要因素，当基坑边坡土体重的剪应力大于土体的()强度时，边坡就会失稳坍塌。11.植物在开花发育时期对各种营养元素的需要都特别

10、迫切，其中()的作用更为重要。12.关于无压管道功能性试验的说法，正确的选项是()。A.当管道内径大于700mm 时，可抽取1/3 井段数量进行试验B.污水管段长度300mm 时，可不作试验文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B

11、10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1

12、R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9

13、P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:

14、CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B

15、4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 Z

16、O3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W1

17、0G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I713.供热管道施工前的准备工作中，履行相关的审批手续属于()准备。14.大城市输配管网系统外环网的燃气管道压力一般为()。15.生活垃圾填埋场一般应选在()。16.不能进行角度测量的仪器是()。17.园林给水木工程中园路的喷洒用水赋予()。文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B

18、10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1

19、R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9

20、P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:

21、CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B

22、4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 Z

23、O3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W1

24、0G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I718.关于水泥混凝土上面施工的说法，错误的选项是()。19.用用语检验沥青路面压实度的方法是()。外表裂缝，深度裂缝和()

25、。二 多项选择题外表的施工工序包括()。文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E

26、6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW1

27、0X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7

28、文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F

29、10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5

30、B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT

31、1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R

32、9P7E6 HT1R7W10G5B10 ZO3F10I5B4I722.桥梁的“五大部件”包括()。23.关于钢筋加工的说法，正确的有()。标准要求C.钢筋末端弯钩平直部分的长度，可根据钢筋材料的长度确定24.明挖基坑轻型井点降水的布置应根据基坑的()来确定。文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I

33、5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10

34、 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7

35、W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7

36、E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW

37、10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I

38、7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3

39、F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I725.基坑内地基加固的主要目的有().26.敞开式结构按开挖方式可分为().27.使用管径800MM 的不开槽施工方法有().28.利用补偿材料的变形来吸收热伸长的补偿器有().文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10

40、G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6

41、HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X

42、5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档

43、编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10

44、I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B1

45、0 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R

46、7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I729.垃圾填埋场与环境保护密切相关的因素有()。30.施工成本管理的原则包括()。三、案例分析题(一)背景资料某公司

47、承建的市政道路工程，长2km，与现况道路正交，合同工期为2015 年 6 月 1 日至 8 月 31 日。道路路面底基成设计为300mm 水泥稳定土;道路下方设计有一条DN1200mm钢筋混凝土雨水管道，该管道在道路交叉口处与现状道路下的现有DN300mm 燃气管道正交。施工前，项目部现场时，发现雨水管道上部外侧管壁与现状燃气管道底间距小于标准要求，并向建设单位提出变更设计的建议。经设计单位核实，同意将道路交叉口处的Y1-Y2井文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5

48、B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10

49、ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W

50、10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E6 HT1R7W10G5B10 ZO3F10I5B4I7文档编码:CW10X5R9P7E