2007公路监理工程师考试《道路与桥梁》模拟试题及答案 - 交通运输工程监理案例分析 - 监理检测网论坛监理检测网论坛,检测网论坛,检测论坛,试验检测论坛,监理检测论坛,试验检测网,工程检测论坛,监理论坛,监理网,检测网,试验检测考试论坛,检测师考试论坛,助理试验检测师考试,试验检测师考试,试验检测考试报名,试验检测考试现场审核

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发送短消息 UID 103 精华 0 查看公共资料搜索主题搜索帖子监理组别爱心志愿者帖子810 积分7010 性别注册时间2006-01-21 个人空间	1^# 字体大小: t T 发表于 2008-12-22 08:40 \|只看楼主一、单项选择题（每小题1分，共10分）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 1、使用矿粉作填料的沥青路面是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、沥青表面处治 B、沥青贯入式 C、沥青稳定土 D、沥青混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 2、水泥混凝土路面采用滑模施工时要求最大水灰比不超过（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、0.42 B、0.44 C、0.46 D、0.48ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 3、路基土方开挖不论工程量多少和开挖深度大小，均应（）进行。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、自上而下 B、自下而上 C、上下同时 D、上下均可ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 4、石油沥青的针入度值越大，沥青材料的粘滞性（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、越好 B、越差 C、不变 D、无关ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 5、柔性路面施工时初期碾压应采用（）压路机。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、重型 B、中型 C、轻型 D、振动ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 6、重力式挡土墙若向外移动，墙身承受的主动土压力（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、不变 B、增大 C、减小 D、增大或减小ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 7、下列关于桥梁受力特性的说法正确的是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、简支梁桥在日照温差作用下将产生附加内力。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、斜拉桥主梁属于压弯结构。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、考虑连拱作用对拱圈是偏于危险的。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 8、大跨桥梁设计的阶段划分为（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、初步设计、结构设计、施工设计ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、初步设计、技术设计、施工图设计ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、方案设计、结构设计、施工设计ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 9、桥梁通航水位是指（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、通航要求的最低水位ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、最佳行船水位ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、最高停航水位ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、各航道行政主管部门规定的允许通航水位ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 10、后张预应力筋的预应力损失包含（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、4项ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、5项ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、6项ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、7项ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 二、多项选择题（各小题的备选答案中只有2~4个是正确的，不选、少选、多选均不计分，每小题1分，共40分）。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 1、确定路基土的回弹模量的方法有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、工程类比法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、现场实测法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、室内试验法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、换算法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、查表法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 2、增加挡土墙抗滑稳定性的措施有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、展宽墙趾ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、采用倾斜基底ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、采用扩大基础ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、采用凸榫基础ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、采用人工基础ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 3、次高级路面的面层类型有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、沥青贯入碎石ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、路拌沥青碎（砾）石ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、沥青表面处治ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、沥青混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、半整齐石块ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 4、满足路面强度和稳定性要求的路面结构层次有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、垫层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、面层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、磨耗层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、保护层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 5、适宜作路肩挡土墙的墙型有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、重力式挡土墙ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、衡重式挡土墙ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、加筋土挡土墙ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、锚杆挡土墙ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、锚碇板挡土墙ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 6、路基工程的地下排设施主要有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、排水沟ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、倒虹沟ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、暗沟ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、渗沟ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、渗井ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 7、对路面基层材料的主要要求是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、足够的强度和刚度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、良好的水稳定性ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、尽可能少的扬尘ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、足够的抗滑性ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、适当的抗磨耗能力ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 8、无机结合料稳定类基层主要有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、石灰稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、水泥稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、沥青稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、工业废渣稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、粒料稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 9、用重型击实法求得的路堤填料最大干密度为2.28g/cm3，下面为93区路堤各测点的工地实测干密度，压实合格的测点有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、2.07g/cm3 B、2.09 g/cm3 C、2.11 g/cm3ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、2.13 g/cm3 E、2.15 g/cm3ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 10、水泥混凝土路面板横向缩缝的构造形式有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、原边型 B、假缝型 C、传力杆型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、边缘钢筋型 E、粒料稳定土基层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 11、路面结构组合设计应遵循的一般原则是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、路面等级和面层类型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、满足各结构层承受行车荷载的要求ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、充分利用当地筑路材料ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、考虑结构层自身的结构特征ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、克服不利水温状况对路面的影响ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 12、测定路面材料强度和模量的方法有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、剪切试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、压缩试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、劈裂试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、弯拉试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、磨耗试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 13、浮化沥青碎石混合料路面宜用于（）的沥青面层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、高速公路ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、一级公路ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、二级公路ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、三级公路ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、四级公路ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 14、路堤施工中，错误的填筑方法有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、路堤下层填强透水性土，上层填弱透水性土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、路堤两侧填强透水性土，中部填弱透水性土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、路堤两侧及顶部填弱透水性土，其他部分填强秀水性土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、弱透水性土和强透水性土混合填筑ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、路堤顶部及两侧上部填弱透水性土，其他部分填强透水性土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 15、具有排水功能的软基处治措施有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、砂垫层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、砂井ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、袋装砂井ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、塑料插板ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、抛石挤淤ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 16、采用纵挖法施工的路垫，可以根据路垫的长度和深度大小选择（）进行开挖。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、分层纵挖法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、分段纵挖法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、分条纵挖法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、通道纵挖法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、全宽纵挖法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 17、确定路基高度应考虑的因素是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、公路的设计洪水位ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、填筑路基的材料性质ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、路基土的最小填土高度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、与公路的纵断面线型协调ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、有利于路基土石方施工作业ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 18、规定各类路面结构层的最小厚度是为了（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、节省路面材料ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、确保形成稳定的结构层ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、方便施工操作ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、有利于承受和扩散行车荷载ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、使各结构层之间连接紧密ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 19、路基填方压实施工中容易发生“漏压”的部位是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、填挖交界处ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、路基两侧边沿ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、靠近桥涵及各种构造物处ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、填方范围内的施工通道ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、换填基底部分ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 20、可以采用冷拌冷铺法施工的沥青路面有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、沥青表面处治ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、沥青贯入式ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、乳化沥青碎石混合料ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、中粒式沥青混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、细粒式沥青混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 21、路基边坡的坡面防护类型有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、植物防护ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、矿料防护ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、石笼防护ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、砌石防护ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、抛石防护ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 22、填筑沿河浸水路堤较适合的填料有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、砂砾石土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、亚砂土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、亚粘土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、碎（砾）石土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、粉性土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 23、对用于路面施工的颗粒材料有级配要求的路面结构层有（） ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、填隙碎石ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、泥结碎石ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、沥青贯入式ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、沥青混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、水泥混凝土ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 24、计算沥青路面的设计弯沉应考虑的因素有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、累计当量轴次ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、公路技术考级ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、面层类型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、基层类型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、垫层类型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 25、适用于钢筋砼拱桥施工的方法包括（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、预制吊装ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、支架施工ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、顶推ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、劲性骨架法ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 26、自重内力计算必经考虑施工（形式）过程的有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、简支梁桥ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、悬臂施工连续梁ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、缆索吊装施工的拱桥ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、劲性骨架施工拱桥ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、钢管砼拱桥ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 27、现行桥规规定硬度为550~600的氯丁橡胶支座适用的温度范围错误的为ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 （）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、不高于30℃ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、－10℃－40℃ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、0℃－50℃ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、不低于－25℃ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 28、箱梁的主要优点有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、截面抗扭刚度大ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、适应具有正负弯矩的结构ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、受弯时截面均匀受力（压、拉）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、适用于悬臂、顶推施工ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 29、下述关于桥台说法正确的是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、组合桥台自身承受桥跨结构传来的竖向力、水平力以及台后土压力ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、重力式桥台主要靠自重来平衡台后土压力ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、轻型桥台利用自身结构抗弯能力来减小圬工体积而使桥台轻型化ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、承拉桥台应具有承压和承拉的功能ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 30、现行桥规规定（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、预应力钢丝束、钢绞线曲率半径不小于5米ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、预应力钢丝束、钢绞线曲率半径不小于4米ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、d>25mm的预应力钢筋曲率半径不少于20米ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、d>25mm的预应力钢筋曲率半径不少于15米ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 31、现行桥规规定的荷截组合有6种，下列表述正确的是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、组合I是基本可变荷载（平板挂车或履带车除外）的一种或几种与结构自重的组合。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、组合II是基本可变荷载（平板挂车或履带车除外）的一种或几种与荷载的一种或几种与其他可变荷载的一种或几种组合。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、组合III是平板挂车或履带车与结构重力、预应力、土的重力及土侧压力中的一种或几种组合。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、组合VI是车辆荷哉、结构重力、预应力等与地震力的组合。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 32、预应筋锚具、夹具和连接器进场主要验收项目有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、外观ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、硬度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、静载锚固性能试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、单位强度重量ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 33、连续刚构桥中跨实际合扰温度与设计合拢温度不符时通常采取的措施为（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、等待ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、实际温度高于设计温度时，采用顶开式强迫合拢ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、实际温度低于设计温度时，采用拉拢式强迫合拢ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、要求设计单位改变合拢温度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 34、悬索桥主缆基准索架设主要考虑的因素有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、猫道自重影响ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、温度变化ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、跨径变化ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、基准索与索鞍，索鞍与索塔的相对固定性ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 35、对模板的基本要求是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、强度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、刚度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、稳定ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、轻型ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 36、桥梁施工测量经常性检查内容为（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、高程、平面控制基点桩、桥涵中心桩ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、墩、台基底标高ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、桩志总图ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、补充的水准点ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 37、砼材料质量控制项目有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、水泥ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、细集料ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、粗骨料ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、外加剂ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 38、在柔性桥墩的一联中，关于水平制动力分配方式表述错误的是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、平均分配ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、根据各墩高及其材料与断面不同分配ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、按各墩的抗推刚度分配ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、完全由刚性墩台承担ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 39、下列关于桥梁技术术语表述错误的是（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、桥梁全长等于各孔径之和ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、拱的标准跨径就是两墩中线之距ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、简支梁桥计算跨径是两支承线之间的水平距离ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、悬索桥主缆垂度就是主缆中线（跨中）至加劲梁、顶面（跨中）的距离ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 40、砼盖板涵检查项目有（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 A、强度ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 B、轴线ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 C、顶面高程ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 D、灌水试验ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 E、流水面高程ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
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发送短消息 UID 103 精华 0 查看公共资料搜索主题搜索帖子监理组别爱心志愿者帖子810 积分7010 性别注册时间2006-01-21 个人空间	2^# 字体大小: t T 发表于 2008-12-22 08:41 \|只看楼主回复：2007公路监理工程师考试《道路与桥梁》模拟试题及答案三、判断题（每小题1分，共10分）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 1、公路建筑限界的空间范围内不得有任何非公路设施的部件侵入（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 2、沥青路面的设计弯沉值是指路面在使用期末不利季节，路面不得超过的回弹弯沉值（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 3、路基土的稠度是划分路基干、湿类型的指标（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 4、软化点低的石油沥青适宜严寒地区修筑沥青路面（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 5、粗颗粒含量较多的土是填筑路堤的良好材料（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 6、钢筋混凝土路面板中的钢筋主要用来承受行车荷载应力（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 7、摩擦钻孔桩和柱桩均需清孔（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 8、路径25米，桥宽12米的装配式T梁桥采用杠杆原理法计算活载跨中横向分配系数（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 9、拱的施工加载程序设计的目的是为了加快施工进度（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 10、日照温差在梁的高度方向呈现出非线性温差分布，在日照温差作用下简支梁内不产生温度自应力，而连续梁内不仅产生温度自应力，而且产生温度次应力（）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 四、简答题（每小题4分，共20分）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 1、路基宽度由哪几部分组成？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 2、二灰土基层的组成材料有哪些？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 3、层铺法施工单层式沥青表面处治的基本工序有哪些？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 4、简述桥梁施工组织设计要点？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 5、砼连续桥梁设计计算的主要内容有哪些？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 五、综合分析题（第小题10分，共20分）ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 1、为保证路基的强度和稳定性，一般应采用哪些措施？ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3 2、拱桥施工方法综述。ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3


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发表于 2008-12-22 08:41 |只看楼主

回复: 2007公路监理工程师考试《道路与桥梁》模拟试题及答案

参考答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

一、单项选择题

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	1ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	2ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	3ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	4ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	5ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	6ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	7ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	8ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	9ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	10ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	DÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	AÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	CÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	CÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	CÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

二、多项选择题

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	1ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	2ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	3ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	4ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	5ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	6ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	7ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	8ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	9ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	10ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCDEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BDEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	CDEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	DEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	11ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	12ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	13ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	14ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	15ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	16ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	17ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	18ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	19ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	20ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	DEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ACDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ACDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	21ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	22ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	23ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	24ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	25ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	26ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	27ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	28ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	29ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	30ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ADÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	DEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BDEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ACÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	31ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	32ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	33ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	34ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	35ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	36ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	37ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	38ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	39ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	10ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	BCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ACDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ADÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABDÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	ABCEÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

三、判断题

题号ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	1ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	2ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	3ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	4ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	5ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	6ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	7ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	8ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	9ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	10ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3
答案ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	√ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	√ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	√ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3	×ÃýIÎ³±ãBfpbbs.3c3t.comÔùY#dçÛ3

四、简答题

1、基本组成部分是路面宽度和路肩宽度。
高等级公路还包括分隔带、路缘带、变速车道、爬坡车道等的宽度。
2、有3种材料：石灰、粉煤灰、土。
3、有5道工序：清理基层、洒布沥青、铺撒矿料、碾压、初期养护。
4、①编制说明
②工程特点分析
③施工方案选择及施工设计
④施工进度安排
⑤工、料、机、资金计划
⑥场地布置，组织安排
⑦质量保证体系
⑧环保、安全等
5、①根据施工顺序进行的自重（一期）内力计算
②二期恒载内力计算
③施工阶段主梁配筋及强度验算
④使用阶段主梁配筋及强度验算
⑤结构抗剪计算及验算
⑥结构刚度计算及验算
⑦基底、墩台应力、内力计算与验算
⑧必要的稳定性分析、动力分析和抗震计算

五、综合分析题

1、应深入调查研究、细致分析自然因素的影响，采取以下措施：
①合理选择路基横断面形式，正确确定边坡坡度。
②选择良好的填筑材料，采取正确的施工方法。
③充分压实路堤，保证足够的压实度。
④认真设计和施工地面与地下排水设施。
⑤足够的路基高度，力求干燥状态。
⑥设置隔离层或隔温层，保持良好水温状况。
⑦做好边坡防护与加固及支挡结构物。
2、①石拱桥、砼拱桥采用支架砌筑、浇筑。
②钢筋砼拱可在支架上浇筑或组拼。
③为节省拱架、上、下部同时施工，预制吊装是常用方法。
④结合桥址地形，采用转体施工具有节省支架、简化工序等优点。
⑤对大跨径钢筋砼拱桥，劲性骨架法、悬臂施工法是有效的方法。
⑥钢管砼拱通常采用缆索吊装钢管拱，然后灌注砼。
⑦桁架拱通常采用预制拼装。
⑧刚架桥可采用有支架，少支架，无支架施工。

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