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1、1/18 封面2/18 作者：PanHongliang 仅供个人学习2012 年一级建造师公路工程预测题（7）2012 年一级建造师考试报名即将开始，为帮助广大考生增强应试能力，使考生能够在自学的基础上更好地掌握 2012 一级建造师考试 的内容，123 建造师网 特为您整理了 公路工程 相关资料，希望能帮助您更好的备战此次考试，并预祝您顺利通过。文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6
2、E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V
3、6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1
4、V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D
5、1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3
6、D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH
7、3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 Z
8、H3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O83/18 一、单项选择题1、机械设备操作前要进行检查，首先进行()运转。A、实验B、空车C、实际D、计算2、下列不属于深孔爆破的特点是()。A、劳动生产率高B、施工进度快C、比较危险D、机械化高3、测量大、中桥的水中墩台和基础的位置宜采用()。A、水准仪B、经纬仪C、全站仪D、红外仪4、一段易风化、裂隙和节理发育、坡面不
9、平整的岩石挖方边坡采用喷射混凝土防护，除此之外还可采用的效果较好的防护工程是()。A、抹面B、捶面C、护面墙D、喷浆5、公路工程在建工程，事故报告单位为()。A、建设单位B、施工单位C、监理单位D、接养单位6、国家规定一顶安全帽的重量不应超过()。A、400g 文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E
10、9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6
11、E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V
12、6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1
13、V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D
14、1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3
15、D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH
16、3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O84/18 B、500g C、600g D、700g 7、后张法预制梁板的施工过程中，张拉应按设计要求在二端同时对称张拉，张拉时千斤顶的作用线必须与()重合，两端各项张拉操作必须一致。A、钢筋型心线B、预应力轴线C、梁截面轴线D、弯矩影响线8、紧急电话系统根据传输介质可分为()。A、电缆型紧急电话系统和光缆型紧急电话系统B、有线型紧急电话系统和无线型紧急电话系统C、交通专网型紧急电话系统和电信公网型紧急电话系
17、统D、电缆型紧急电话系统和无线型紧急电话系统9、水泥混凝土路面纵向施丁缝应设()。A、传力杆B、压力杆C、导向杆D、拉杆10、下列桥台中不属于拱桥轻型桥台的有()。A、埋置式桥台B、靠背式框架桥台C、背撑式桥台D、空腹式桥台11、施工方案的优化中，主要通过()的优化使得在取得好的经济效益同时还要有技术上的先进性。A、施工顺序B、施工劳动组织C、施下方法D、施工作业组织形式12、在对进度计划进行工期和时间安排的合理性审查时，应重点审查()。文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D
18、1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3
19、D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH
20、3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 Z
21、H3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
22、ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
23、 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G
24、1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O85/18 A、施工总工期的安排应符合合同工期B、主要骨干人员及施丁队伍的进场日期已经落实C、各项施工方案和施工方法应与施工经验和技术水平相适应D、所需主要材料和设备的运送日期已有保证13、安全“三宝”不包括()。A、安全帽B、安全
25、带C、防滑鞋D、安全网14、我们平时习惯称为“二灰土”的基层是属于()。A、水泥灰稳定类B、石灰泥稳定类C、水泥石灰综合稳定类D、石灰工业废渣稳定类15、梁式桥设计洪水位上相邻两个桥墩(或桥台)之间的净距称之为()。A、标准跨径B、理论跨径C、计算跨径D、净跨径16、设置突起路标时，其顶部不得高出路面()。A、5mm B、15mm C、25mm D、35mm 17、某新建高速公路路基修筑，判断其路基干湿类型的标准是()。A、分界相对含水量B、分界稠度划分C、路基临界高度D、路基上压实度18、属于公路工程常用的流水时间参数是()。文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 Z
26、H3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
27、ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
28、 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G
29、1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3
30、G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J
31、3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10
32、J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O86/18 A、施工过程数B、工作面C、流水节拍D、流水强度19、下列结构中属于冲刷防护导流构造物的是()。A、顺坝B、直坝C、逆坝D、斜坝
33、20、基础变位作用属于()。A、永久作用B、可变作用C、其他可变作用D、偶然作用21、按公路工程质量检验评定标准(JTG F80/1-2004)的规定，工程质量评定得分大于等于()分为优良。A、80 B、85 C、90 D、95 22、将公路工程质量事故及时报告有关部门是()。A、建设单位的权利和义务B、施工单位的权利和义务C、监理单位的权利和义务D、任何单位和个人的权利和义务23、某二级公路，其中一段路堤通过湖塘一角，长度51m，该路段地基软土厚度05m 左右，用()进行软土处理较为合理。A、排水砂垫层B、抛石挤淤C、土工织物铺垫D、反压护道文档编码:CX7V3R10V4H10 HE3O5Y
34、10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5
35、Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O
36、5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3
37、O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE
38、3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 H
39、E3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10
40、HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O87/18 24、桥梁施工控制方法，除了纠偏终点控制方法、自适应控制方法，还包括()。A、误差的容许值法B、敏感部位控制法C
41、、常规控制方法D、总体控制方法25、现场经费包括现场管理费和()。A、企业管理费B、财务费用C、施工技术装备费D、临时设施费26、标线双组分涂料分为普通型，反光型和()。A、可水洗型B、高反光型C、突起型D、人工加速耐候型27、下列对于基底检验说法错误的是()。A、小桥涵的地基，一般采用直观或触探方法B、特殊设计的小桥涵对地基沉陷有严格要求，且土质不良时，宜进行荷载实验C、对经加固处理后的特殊地基，一般采用荷载实验D、大、中桥地基，一般由检验人员用直观、触探、挖试坑或钻探实验等方法，确定土质容许承载力是否符合设计要求28、在我国高等级公路水泥混凝土路面施工中广泛采用的工程质量最高、施工速度最快
42、、装备最现代化的水泥混凝土路面施工技术方法是()。A、三辊轴机组铺筑法B、轨道摊铺机铺筑法C、小型机具筑法D、滑模机械铺筑法29、直线上的永久中线点，每()设一个，曲线上应在缓和曲线的起终点各设一个；曲线中部，可根据通视条件适当增加。A、50100m B、100200m 文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3
43、D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH
44、3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 Z
45、H3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
46、ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1
47、 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G
48、1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3
49、G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O8文档编码:CX7V3R10V4H10 HE3O5Y10J3G1 ZH3D1V6E9O88/18 C、200250m D、200300m 30、缆索吊装施工时，应对预制的拱肋在吊装、搁置、安装等状况下进行()验算。A、稳定B、应力C、挠度D、强度31、下列关于石砌墩台施工的说法错误的是()。A、石砌墩台是用片石、块石及粗料石以水泥砂浆砌筑的B、浆砌片石一般适用于高度小于10m 的墩台身、基础、镶面C、浆砌粗料石则用于磨耗及冲击严重的分水体及破冰体的镶面工程D、浆砌块石一般用于应力要求
50、大于浆砌片石砌体强度的墩台32、当结构自重和汽车荷载(不计冲击力)产生的向下挠度超过跨径的1/600 时，钢筋混凝土梁、板的底模板应设预拱度，预拱度值应等于下列因素所产生的挠度()。A、结构自重和汽车荷载(考虑冲击力)B、结构自重和1/2 汽车荷载(考虑冲击力)C、1/2 结构自重和汽车荷载(不计冲击力)D、结构自重和1/2 汽车荷载(不计冲击力)33、在施工组织设计的基本内容中，()主要指导施工过程的进行，规定整个的施工活动。A、总说明B、各种资源需要量及其供应量C、施工进度计划D、施工现场平面布置34、悬索桥加劲梁试拼顺序为()。A、按两端向跨中B、按跨中向两端C、按架梁顺序D、按加工顺序