2009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

查看: 9605\|回复: 30	2009公路监理工程师考试《道路与桥梁》模拟试题及答案 [复制链接]

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 08:48 \|只看楼主一、单项选择题（每小题1分，共10分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 1、路面基层施工期的日最低气温应在（）以上。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、－5℃ B、0℃ C、5℃ D、10℃~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 2、水泥混凝土路面板的混凝土设计强度以龄期28d的（）强度为标准。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、抗压 B、抗折 C、劈裂 D、弯拉~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 3、填方路堤上层的压实度应比下层的压实度（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、大 B、小 C、相等 D、可大可小~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 4、沿河及受水浸淹的路基的设计标高一般应高出规定洪水频率计算水位~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº （）以上。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、0.2m B、0.5m C、0.8m D、1.0m~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 5、沥青混凝土路面的施工方法是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、路拌法 B、厂拌法 C、层铺法 D、贯入法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 6、石油沥青的粘滞性用（）指标表示。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、延度 B、软化点 C、针入度 D、溶解度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 7、桥梁一般由五大部分组成，下列说法正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、栏杆、主梁、桥墩、基础、护坡；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、主梁、支座系统、桥台、基础、护坡；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、桥跨结构、支座系统、桥墩、桥台、基础。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 8、下列关于桥梁技术术语说法正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、简支梁桥标准跨径就是支承线之间的距离；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、桥梁全长等于各跨长之和；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、拱的计算跨径是指两起拱面与拱轴线的交点之间的水平距离；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、拱的标准跨径是指两墩中线之间的距离。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 9、预应力砼梁施工技术要求高，下列说法正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、钢绞线通常用电弧进行切断；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、预应力张拉以伸长量控制为主，应力控制为辅；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、后张拉施工中应注意张拉时砼强度是否满足设计规定；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、悬臂施工连续刚构桥时，所有预应力管道压桨可在桥梁合拢后进行。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 10、关于钻孔桩施工时，下列说法正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、孔底标高小于其设计标高时，可不清孔；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、灌注首批砼时，导管下口至孔底的距离一般定为25~40cm，导管埋入砼中的深度不小于1米。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、灌注砼过程中如出现导管进水，应停止灌注、待已浇砼强度达到一定后，再进行清孔和继续灌注。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 二、多项选择题（每小题的备选答案中只有2~4个是正确的，多选、少选均不计分。每小题1分，共40分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 1、影响填方路基压实效果的主要因素有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、路堤的填筑方式~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、填料的土质类型和特性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、碾压时土的含水量~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、施工时的大气条件~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、压实机具的类型和压实施工艺~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 2、水泥混凝土路面板应设置胀缝的地方有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、邻近桥梁或其他构筑物处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、与柔性路面相接处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、隧道口~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、凸形竖曲线纵坡变换处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、板厚变化处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 3、适宜作路堑挡土墙的墙型有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、仰斜式重力挡土墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、俯斜式重力挡土墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、锚杆挡土墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、加筋土挡土墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、土钉挡土墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 4、路面设计时一般要求路基的干湿类型为（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、干燥状态~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、中湿状态~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、潮湿状态~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、过湿状态~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、任意状态~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 5、路基工作区在公路设计和施工中的主要作用是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、确定路基临界高度的依据~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、路面结构设计设置垫层的依据~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、判定路基干湿类型时测试路基含水量的范围~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、计算路面厚度时确定路面材料参数的依据~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、保证路基水温稳定性和抗冻性的设计范围~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 6、高级路面的面层类型有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、水泥混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、沥青混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、厂拌沥青碎石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、沥青贯入碎（砾）石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、整齐石块或条石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 7、碎石灰土和泥灰结碎石这两种路面结构层的组成材料相同，他们的不同点~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、施工方法不同~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、厚度计算的方法不同~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、各种组成材料的比例不同~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、强度形式原理不同~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、对组成材料品质的要求不同~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 8、路基土石方施工时，严禁在下列地点弃土：（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、路堑顶部~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、岩溶漏斗处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、暗河进出口~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、贴近桥梁墩台处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、软基路堤外侧~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 9、确定路基土的回弹模量值的试验方法有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、承载板试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、弯沉测定~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、压缩试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、劈裂试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、弯拉试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 10、水泥混凝土路面板胀缝的构造形式有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、传力杆型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、假缝加传力杆型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、边缘钢筋型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、厚边型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、企口型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
	分享转发

	TOP

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 08:48 \|只看楼主回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案 11、路基的地面排水设施主要有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、边沟~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、截水沟~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、排水沟~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、盲沟~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、渗沟~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 12、确定路基填土压实质量是否符合要求必须做以下试验（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、颗粒分析试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、细度模数试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、筛分试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、击实试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、灌砂法试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 13、能用于热拌青混合料路面的沥青种类有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、煤沥青~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、石油沥青~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、乳化沥青~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、改性沥青~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、液体沥青~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 14、水泥混凝土拌和物中加入缓凝剂后的效果是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、减少用水量提高强度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、较长时间保持良好的和易性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、延缓大体积混凝土的放热时间~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、防止分层浇筑的混凝土之间出现袭缝~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、减少混凝土拌和物中的气体含量~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 15、处治大规模岩体滑坡的方法有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、挖除滑坡体~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、抗滑挡墙~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、抗滑桩~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、锚固~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、灌浆~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 16、土质路堑开挖的常用施工方案有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、横挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、竖挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、平挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、混合法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 17、某路面底基层设计要求的弯沉值为2.05mm，施工完成后各评定路面段的实测代表弯沉值如下，其中合格的路段是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、1.98mm~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、2.07mm~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、2.05mm~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、1.96mm~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、2.16mm~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 18、路基作为承受行车荷载的构造物，应满足的基本要求有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、足够的强度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、足够的稳定性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、足够的平整度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、足够的不透水性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、足够的整体稳定性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 19、路基填方压实施工中容易发生“漏压”的部位有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、路基两侧边沿~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、靠近桥涵及其他构造物处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、填方范围内的临时通道~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、换填基底~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、填挖结合部~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 20、石质堑开挖方法有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、挖掘法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、钻凿法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、爆破法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、松土法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、破碎法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 21、运距60~100m范围内能同时完成取土、运土、铺筑、初压的土方作业机械有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、挖土机~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、推土机~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、铲运机~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、平地机~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、松土机~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 22、土工织物应用于路基工程时主要有以下作用（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、加筋~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、保温~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、隔离~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、防潮~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、排水~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 23、沥青混合料的马歇尔试验应测试和计算以下数据（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、稳定度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、流值~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、密度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、空隙率~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、含油量~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 24、对组成路面的碎（砾）石材料有级配要求的路面结构层有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、填隙碎石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、沥青贯入式~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、沥青混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、水泥混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、级配砾石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 25、下列关于桥面系的叙述正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、桥面铺装既保护行车道板，又分散车轮荷载；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、栏杆起保证行人安全的作用；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、伸缩缝满足结构自由变形需要；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、人行道应设置向栏杆方面的横坡、以便排水。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 26、混凝土桥面铺装质量检查的主要内容为（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、清洁度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、平整度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、纵断面高程和横坡度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、宽度。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 27、模板、支架、拱架设计施工总原则是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、具有足够的强度、刚度和稳定性；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、模板板面平整、接严密不漏浆；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、尽量使用加工方便的木料；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、拆装方便；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、砼结构外观符合要求。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 28、预应力砼连续刚构桥主要施工阶段为（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、下部结构施工；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、0＃块施工；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、悬臂梁段施工；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、临时固结解除及体系转换；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、合拢施工。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 29、悬臂施工法适用于（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、预应力砼连续梁桥、连续刚构桥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、斜拉桥；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、砼拱桥；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、石拱桥。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 30、钻孔灌注桩应用广泛，每一种成孔方法有其适用对象，下列说法不正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、螺旋钻机成孔法适用于卵石、砾石地层；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、潜水钻机成孔法适用于填土、淤泥、粘土、粉土、砾土等地层；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、冲击钻机成孔法不适用于砾卵石层、岩溶发育岩层施工；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、反循环回转法不适用于砂土层，适用于湿陷性黄土层和直径大于20cm的卵石层。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 31、适用于简支梁桥施工的方法包括（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、预制安装；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、支架现浇；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、转体；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、顶推；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、悬臂施工。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 32、下列哪些施工改变存在问题（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、监理工程师根据施工单位的请求，将连续刚构桥合拢顺序由先中跨后边跨改为先边跨后中跨；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、某拱桥实腹段拱腹填料容重为2.2t/m3，根据当地填料情况，监理工程师同意采用1.8t/m3的填料。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、某简支梁桥设计为预制安装形成，根据实际情况，监理工程师同意将鞭改为支架现浇；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、某拱桥缆索吊装施工中，监理工程师应承包人要求将双肋合拢改为单肋合拢。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 33、下列关于预应力砼桥梁施工的规定正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、砼的水泥用量不宜超过500kg/m3，最大不超过550kg/m3；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、悬臂施工中挂篮行走时和砼浇注时的稳定系数不小于1.5；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、预应力束张拉实际伸长量与理论伸长量之差应在6％以同;~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、后张法施工中，每个断面断丝之和不超过该断面钢丝总数的2％；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、孔道压浆所用水泥浆的泌水率不超过4％。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 34、预应力砼箱腹板开裂的可能原因有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、配筋不足；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、竖向预应力筋张不足或失效；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、未按要求进行养护；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、施工中断、未作专门的施工缝处理；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、砼抗拉强度不足。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 35、应力钢铰线力学性能考察项目为（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、公称直径；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、强度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、整根最大负荷，屈服负荷；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、伸长率、松驰率；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、冷弯角。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 36、公路桥梁设计荷载分类错误的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、恒载、车辆荷载及其影响力，其他荷载和外力；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、永久荷载、可变荷载、偶然荷载；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、永久荷载、基本可变荷载、偶然荷载；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、恒载、汽车荷载、风力、地震力等。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 37、下列关于桥梁施工测量叙述正确的是（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、施工控制网的作用之一是放样各桥墩位置；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、施工放样的目的是将图上所设计的结构物的位置、形状、大小和高低在实地标定出来，作为施工的依据；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、1000米~2000米特大桥施工水准测设精度应不低于四等水准测量要求；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、对于单跨≥40米的连续梁桥等施工临时水准点高程偏差不超过±20（mm）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 38、管涵安装施工质量考核项目有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、轴线偏位；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、流水面高程；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、管壁厚度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、管座宽度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº E、相邻管节端面错口；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 39、斜拉桥施工监控内容包括（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、变形、主梁线型、轴线偏位、索塔偏位；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、拉索索力、支座力、梁塔应力；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、塔、梁、索温度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、塔梁砼强度；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 40、影响悬索桥线形、受力的主要因素有（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº A、索鞍预偏量；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº B、基准索线形（标高）；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº C、主缆索股间的相对位置关系；~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº D、吊杆承载力~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 三、判断题（每小题1分，共10分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 1、低等级公路常采用分离式路基横断面型式（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 2、砂性土是修筑路基的良好材料（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 3、采用二灰碎石作路面底基层时应验算层底拉应力（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 4、水泥混凝土路面板设置接缝的目的主要是防止路基不均匀沉降而产生的附加应力（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 5、沥青表面处治路面的厚度通过计算确定（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 6、浇筑C20的混凝土应采用不低于425标号的水泥（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 7、大跨径石拱桥拱圈采用分环分段砌筑的目的之一是减小拱架的施工荷载（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 8、在无水流冲刷和无冻胀的情况下，基础的埋置深度应在地面以下0.5米（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 9、缆索吊装施工的砼拱桥的成桥状态计算和施工阶段计算可分开进行（）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 10、连续梁桥主梁自重内力与采用的施工方法、顺序、体系转换的具体情况无关，因为主梁自重内力只与它的计算跨径和自重分布有关（）。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 四、简答题（每小题4分，共20分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 1、影响石灰土基层强度的主要因素有哪些？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 2、重力式挡土墙稳定性验算应满足哪几项要求？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 3、水泥混凝土路面板的施工方法有哪几种？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 4、桥梁地基加固的方法有哪些？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 5、简述桥梁施工组织设计审查重点？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 五、综合分析题（每小题10分，共20分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 1、如何改善沥青混合料的高温稳定性？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº 2、某预应力砼连续刚构桥在施工到某一节段时出现预应力筋断丝超限，同时发现前面已成某节段砼强度未达到要求，试分析原因，并提出可能的处理方法？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

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

3^#

字体大小: t T

发表于 2008-12-22 08:49 |只看楼主

回复: 2009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

一、单项选择题

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	1~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	2~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	3~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	4~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	5~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	6~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	7~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	8~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	9~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	C~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	D~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	A~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	B~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	B~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	C~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	C~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	C~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	C~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	B~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

二、多项选择题

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	1~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	2~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	3~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	4~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	5~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	6~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	7~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	8~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	9~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	AB~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	BCD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	AB~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	11~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	12~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	13~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	14~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	15~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	16~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	17~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	18~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	19~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	20~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	DE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	BCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	CD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	BCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	CDE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	21~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	22~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	23~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	24~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	25~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	26~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	27~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	28~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	29~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	30~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	BC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	CDE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	BCD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABDE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	31~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	32~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	33~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	34~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	35~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	36~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	37~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	38~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	39~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABCD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ACD~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABDE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	ABC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

三、判断题

题号~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	1~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	2~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	3~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	4~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	5~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	6~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	7~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	8~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	9~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
答案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	√~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	√~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	√~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	√~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº	×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº

四、简答题

1、有5大因素：土质、灰质、石灰剂量、拌和及压实、养生条件与龄期。
2、有5项要求：滑动稳定性、倾履稳定性、基底应力、合力偏心距、墙身断面强度。
3、有3种施工方法：小型机具施工、轨模式摊铺机施工、滑模式摊铺机施工。
4、①换填
②挤密
③预压
④强夯
⑤电渗
⑥振动水冲
⑦深层搅拌、喷射注浆
⑧化学固化
5、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

五、综合分析题

1、从设计、材料、施工等方面采取提高粘结力和内摩阻力，主要有以下方法：
①选用粘度高、针入度小、软化点高和含蜡量低的沥青。
②用外掺剂改性沥青。
③采用粒径较大的矿料和间断级配。
④保持矿粉与沥青之比为1~1.2。
⑤除上面层外，采用略小于马歇尔试验的最佳沥青用量。
⑥马歇尔试验结果混凝土的孔隙率不小于4%。
⑦采用较高的压实度。

2、①断丝原因：锚具、钢丝硬度不匹配；管道摩阻太大、盲目追求伸长量；操作不当等。
处理方案：换束；或通过相邻束超张拉补救；或启用备用束等。
②砼强度不够的原因：砼质量差、试件制作不规范。
处理方案：分析砼拌制（包括材料）、运输过程；分析试验是否存在问题；在已成结构上取芯试验；综合判断。确是强度不够，立即报告设计，采用补强措施。

TOP

发送短消息 UID 7147 精华 0 查看公共资料搜索主题搜索帖子童星组别分类版主帖子225 积分2484 性别注册时间2006-09-04 个人空间	4^# 字体大小: t T 发表于 2008-12-27 18:01 \|只看该用户回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案支持一下~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 70837 精华 0 查看公共资料搜索主题搜索帖子 long1234567 组别新注册帖子25 积分82 性别注册时间2009-02-05 个人空间	5^# 字体大小: t T 发表于 2009-02-05 21:50 \|只看该用户回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案支持一下 ! ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 5101 精华 0 查看公共资料搜索主题搜索帖子 lidexing 组别高级工程师帖子7044 积分7759 性别注册时间2006-08-13 个人空间	6^# 字体大小: t T 发表于 2009-02-12 11:02 \|只看该用户回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案谢谢了~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 96422 精华 0 查看公共资料搜索主题搜索帖子 htdfym 组别助理工程师帖子79 积分810 性别注册时间2009-06-21 个人空间	7^# 字体大小: t T 发表于 2009-08-09 10:28 \|只看该用户支持一下 !~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 102439 精华 0 850792631 查看公共资料搜索主题搜索帖子梁晓无拆组别助理工程师帖子3 积分39 性别注册时间2009-08-10 个人空间	8^# 字体大小: t T 发表于 2009-08-10 09:53 \|只看该用户支持支持一下！！！我在等待材料试题的到来！哪位仁兄有，麻烦告诉我一下~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
	我会不会成为只活在你记忆的人，我不想知道答案

	TOP

发送短消息 UID 35434 精华 4 查看公共资料搜索主题搜索帖子 xxwljm 组别高级工程师帖子864 积分1739 性别注册时间2007-10-23 个人空间	9^# 字体大小: t T 发表于 2009-08-10 17:46 \|只看该用户感谢！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 26056 精华 0 查看公共资料搜索主题搜索帖子 mlyybb 组别技术员帖子35 积分198 性别注册时间2007-06-14 个人空间	10^# 字体大小: t T 发表于 2009-08-23 10:38 \|只看该用户好东西啊~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 41217 精华 0 查看公共资料搜索主题搜索帖子阿洋组别版主帖子1384 积分2129 性别注册时间2008-01-01 个人空间	11^# 字体大小: t T 发表于 2009-09-09 10:07 \|只看该用户感谢楼主的支持~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 106373 精华 0 查看公共资料搜索主题搜索帖子 lfq532 组别助理工程师帖子56 积分133 性别注册时间2009-09-10 个人空间	12^# 字体大小: t T 发表于 2009-09-13 13:44 \|只看该用户感谢提供,好东西不错~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 25562 精华 0 查看公共资料搜索主题搜索帖子 ren345720391 组别助理工程师帖子65 积分393 性别注册时间2007-06-08 个人空间	13^# 字体大小: t T 发表于 2009-09-13 21:11 \|只看该用户 ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
	我在黄河上

	TOP

发送短消息 UID 5101 精华 0 查看公共资料搜索主题搜索帖子 lidexing 组别高级工程师帖子7044 积分7759 性别注册时间2006-08-13 个人空间	14^# 字体大小: t T 发表于 2009-09-29 15:28 \|只看该用户非常感谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 14004 精华 0 查看公共资料搜索主题搜索帖子 xiaoguangxin 组别工程师帖子11 积分285 性别注册时间2006-12-16 个人空间	15^# 字体大小: t T 发表于 2009-10-26 21:23 \|只看该用户我今年只考这门~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 110818 精华 0 查看公共资料搜索主题搜索帖子 mujianhua 组别新注册帖子3 积分39 性别注册时间2009-10-23 个人空间	16^# 字体大小: t T 发表于 2009-10-29 19:18 \|只看该用户支持一下~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 24485 精华 0 查看公共资料搜索主题搜索帖子细集料组别助理工程师帖子72 积分381 性别注册时间2007-05-31 个人空间	17^# 字体大小: t T 发表于 2009-11-01 09:10 \|只看该用户一！可好！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 2424 精华 0 查看公共资料搜索主题搜索帖子 caili 组别院士帖子37 积分291 性别注册时间2006-06-13 个人空间	18^# 字体大小: t T 发表于 2009-11-10 22:52 \|只看该用户谢过~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 6093 精华 0 815780346 查看公共资料搜索主题搜索帖子 chenff 逍遥组别终身VIP贵宾帖子140 积分365 性别注册时间2006-08-24 个人空间	19^# 字体大小: t T 发表于 2009-11-14 19:56 \|只看该用户支持！辛苦了！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 4187 精华 1 查看公共资料搜索主题搜索帖子小高组别助理工程师帖子107 积分470 性别注册时间2006-07-31 个人空间	20^# 字体大小: t T 发表于 2009-11-15 18:01 \|只看该用户 [img][img][img][/img][/img][/img]~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 1846 精华 0 查看公共资料搜索主题搜索帖子 wly1000 组别助理工程师帖子17 积分327 性别注册时间2006-05-17 个人空间	21^# 字体大小: t T 发表于 2009-11-16 15:39 \|只看该用户谢谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 35073 精华 0 查看公共资料搜索主题搜索帖子西门吹水组别新注册帖子7 积分3 性别注册时间2007-10-18 个人空间	22^# 字体大小: t T 发表于 2009-11-18 10:13 \|只看该用户感谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 7247 精华 0 查看公共资料搜索主题搜索帖子 qiufuli1976 组别技术员帖子19 积分309 性别注册时间2006-09-05 个人空间	23^# 字体大小: t T 发表于 2010-04-09 10:57 \|只看该用户要的，顶下、~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 127659 精华 0 查看公共资料搜索主题搜索帖子 liwj66 组别新注册帖子2 积分6 性别注册时间2010-04-30 个人空间	24^# 字体大小: t T 发表于 2010-04-30 16:19 \|只看该用户回复 3# 监理的帖子支持多发点~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 127659 精华 0 查看公共资料搜索主题搜索帖子 liwj66 组别新注册帖子2 积分6 性别注册时间2010-04-30 个人空间	25^# 字体大小: t T 发表于 2010-04-30 16:22 \|只看该用户支持多发点~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 14910 精华 0 172724450 查看公共资料搜索主题搜索帖子 pzhyangsh 组别爱心志愿者帖子109 积分813 性别注册时间2006-12-30 个人空间	26^# 字体大小: t T 发表于 2010-07-13 20:24 \|只看该用户支持楼主！最好打包！便于后来者哈！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 7797 精华 0 741602317 查看公共资料搜索主题搜索帖子 5r911 组别高级工程师帖子430 积分4086 性别注册时间2006-09-12 个人空间	27^# 字体大小: t T 发表于 2010-07-18 21:03 \|只看该用户支持一下 !~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 30007 精华 0 查看公共资料搜索主题搜索帖子九阳真经组别爱心志愿者帖子323 积分369 性别注册时间2007-08-13 个人空间	28^# 字体大小: t T 发表于 2010-08-07 19:21 \|只看该用户谢谢楼主！好东西！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 92677 精华 0 查看公共资料搜索主题搜索帖子 wanghaiyi 组别工程师帖子3 积分39 性别注册时间2009-05-24 个人空间	29^# 字体大小: t T 发表于 2010-08-09 10:32 \|只看该用户不错的东东，支持~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

发送短消息 UID 178392 精华 0 1322537629 查看公共资料搜索主题搜索帖子勇于拼搏世界勇于拼搏世界组别爱心志愿者帖子412 积分578 性别注册时间2011-08-13 个人空间	30^# 字体大小: t T 发表于 2011-09-11 19:44 \|只看该用户谢谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº
	永远相信自己

	TOP

发送短消息 UID 176609 精华 0 查看公共资料搜索主题搜索帖子米兰527 组别工程师帖子63 积分330 性别注册时间2011-08-03 个人空间	31^# 字体大小: t T 发表于 2011-09-19 15:20 \|只看该用户谢谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OUÀYoº


	TOP

上一主题| 下一主题

关闭安全选项

2009公路监理工程师考试《道路与桥梁》模拟试题及答案 [复制链接]

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复: 2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

支持

回复 3# 监理的帖子

浏览过的版块

关闭安全选项

2009公路监理工程师考试《道路与桥梁》模拟试题及答案 [复制链接]

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复: 2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

回复：2009公路监理工程师考试《道路与桥梁》模拟试题及答案

支持

回复 3# 监理 的帖子

浏览过的版块

回复 3# 监理的帖子