公路监理工程师考试道路桥梁试题及答案 [复制链接]

A、原边型           B、假缝型        C、传力杆型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、边缘钢筋型       E、粒料稳定土基层~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
11、路面结构组合设计应遵循的一般原则是（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、路面等级和面层类型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、满足各结构层承受行车荷载的要求~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、充分利用当地筑路材料~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、考虑结构层自身的结构特征~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、克服不利水温状况对路面的影响~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
12、测定路面材料强度和模量的方法有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、剪切试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、压缩试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、劈裂试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、弯拉试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、磨耗试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
13、浮化沥青碎石混合料路面宜用于（        ）的沥青面层~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、高速公路~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、一级公路~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、二级公路~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、三级公路~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、四级公路~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
14、路堤施工中，错误的填筑方法有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、路堤下层填强透水性土，上层填弱透水性土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、路堤两侧填强透水性土，中部填弱透水性土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、路堤两侧及顶部填弱透水性土，其他部分填强秀水性土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、弱透水性土和强透水性土混合填筑~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
15、具有排水功能的软基处治措施有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、砂垫层~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、砂井~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、袋装砂井~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、塑料插板~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、抛石挤淤~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、分层纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、分段纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、分条纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、通道纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、全宽纵挖法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
17、确定路基高度应考虑的因素是（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、公路的设计洪水位~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、填筑路基的材料性质~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、路基土的最小填土高度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、与公路的纵断面线型协调~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、有利于路基土石方施工作业~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
18、规定各类路面结构层的最小厚度是为了（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、节省路面材料~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、确保形成稳定的结构层~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、方便施工操作~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、有利于承受和扩散行车荷载~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、使各结构层之间连接紧密~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
19、路基填方压实施工中容易发生“漏压”的部位是（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、填挖交界处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、路基两侧边沿~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、靠近桥涵及各种构造物处~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、填方范围内的施工通道~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、换填基底部分~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
20、可以采用冷拌冷铺法施工的沥青路面有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、沥青表面处治~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、沥青贯入式~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、乳化沥青碎石混合料~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、中粒式沥青混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、细粒式沥青混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
21、路基边坡的坡面防护类型有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、植物防护~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、矿料防护~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、石笼防护~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、砌石防护~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、抛石防护~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
22、填筑沿河浸水路堤较适合的填料有（        ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、砂砾石土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、亚砂土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、亚粘土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、碎（砾）石土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、粉性土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（       ）  ~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、填隙碎石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、泥结碎石~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、沥青贯入式~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、沥青混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、水泥混凝土~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
24、计算沥青路面的设计弯沉应考虑的因素有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、累计当量轴次~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、公路技术考级~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、面层类型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、基层类型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、垫层类型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
25、适用于钢筋砼拱桥施工的方法包括（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、预制吊装~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、支架施工~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、顶推~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、劲性骨架法~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
26、自重内力计算必经考虑施工（形式）过程的有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、简支梁桥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、悬臂施工连续梁~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、缆索吊装施工的拱桥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、劲性骨架施工拱桥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、钢管砼拱桥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
  A、不高于30℃~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、－10℃－40℃~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、0℃－50℃~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、不低于－25℃~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
    28、箱梁的主要优点有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、截面抗扭刚度大~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、适应具有正负弯矩的结构~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、受弯时截面均匀受力（压、拉）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、适用于悬臂、顶推施工~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
29、下述关于桥台说法正确的是（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、重力式桥台主要靠自重来平衡台后土压力~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、承拉桥台应具有承压和承拉的功能~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
30、现行桥规规定（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、预应力钢丝束、钢绞线曲率半径不小于5米~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、预应力钢丝束、钢绞线曲率半径不小于4米~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、d>25mm的预应力钢筋曲率半径不少于20米~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、d>25mm的预应力钢筋曲率半径不少于15米~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
31、现行桥规规定的荷截组合有6种，下列表述正确的是（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、组合VI是车辆荷哉、结构重力、预应力等与地震力的组合。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
32、预应筋锚具、夹具和连接器进场主要验收项目有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、外观~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、硬度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、静载锚固性能试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、单位强度重量~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、等待~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、实际温度高于设计温度时，采用顶开式强迫合拢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、实际温度低于设计温度时，采用拉拢式强迫合拢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、要求设计单位改变合拢温度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
34、悬索桥主缆基准索架设主要考虑的因素有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、猫道自重影响~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、温度变化~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、跨径变化~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、基准索与索鞍，索鞍与索塔的相对固定性~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
35、对模板的基本要求是（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、强度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、刚度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、稳定~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、轻型~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
36、桥梁施工测量经常性检查内容为（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、高程、平面控制基点桩、桥涵中心桩~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、墩、台基底标高~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、桩志总图~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、补充的水准点~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
37、砼材料质量控制项目有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、水泥~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、细集料~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、粗骨料~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、外加剂~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（      ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、平均分配~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、根据各墩高及其材料与断面不同分配~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、按各墩的抗推刚度分配~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、完全由刚性墩台承担~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
39、下列关于桥梁技术术语表述错误的是（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、桥梁全长等于各孔径之和~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、拱的标准跨径就是两墩中线之距~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、简支梁桥计算跨径是两支承线之间的水平距离~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
40、砼盖板涵检查项目有（       ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
A、强度~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
B、轴线~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
C、顶面高程~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
D、灌水试验~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
E、流水面高程~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

三、判断题（每小题1分，共10分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（   ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（     ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
3、路基土的稠度是划分路基干、湿类型的指标（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
4、软化点低的石油沥青适宜严寒地区修筑沥青路面（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
5、粗颗粒含量较多的土是填筑路堤的良好材料（     ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（     ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
7、摩擦钻孔桩和柱桩均需清孔（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
9、拱的施工加载程序设计的目的是为了加快施工进度（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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（    ）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
四、简答题（每小题4分，共20分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
1、路基宽度由哪几部分组成？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
2、二灰土基层的组成材料有哪些？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
3、层铺法施工单层式沥青表面处治的基本工序有哪些？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
4、简述桥梁施工组织设计要点？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
5、砼连续桥梁设计计算的主要内容有哪些？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
五、综合分析题（第小题10分，共20分）~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
1、为保证路基的强度和稳定性，一般应采用哪些措施？~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
2、拱桥施工方法综述。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
参 考 答 案~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
一、单项选择题~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        1        2        3        4        5        6        7        8        9        10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        D        B        A        B        C        C        B        B        C        B~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
二、多项选择题~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        1        2        3        4        5        6        7        8        9        10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        BCDE        BDE        ABCE        ABC        ABCE        CDE        AB        ABD        DE        BE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        11        12        13        14        15        16        17        18        19        20~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        ABDE        BCD        DE        BCD        ABCD        ABD        ACD        BC        ACD        AB~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        21        22        23        24        25        26        27        28        29        30~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        ABD        AD        DE        ABCD        ABD        BDE        ABC        ABD        BCD        AC~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        31        32        33        34        35        36        37        38        39        10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        BC        ABC        ABC        BCD        ABC        ACD        ABCD        AD        ABD        ABCE~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
三、判断题~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
题号        1        2        3        4        5        6        7        8        9        10~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
答案        ×        ×        √        ×        √        ×        √        ×        ×        ×~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
四、简答题~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
1、基本组成部分是路面宽度和路肩宽度。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
2、有3种材料：石灰、粉煤灰、土。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
3、有5道工序：清理基层、洒布沥青、铺撒矿料、碾压、初期养护。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
4、①编制说明~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
   ②工程特点分析~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
③施工方案选择及施工设计~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
④施工进度安排~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑤工、料、机、资金计划~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑥场地布置，组织安排~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑦质量保证体系~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑧环保、安全等~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
5、①根据施工顺序进行的自重（一期）内力计算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
   ②二期恒载内力计算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
③施工阶段主梁配筋及强度验算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
④使用阶段主梁配筋及强度验算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑤结构抗剪计算及验算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑥结构刚度计算及验算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑦基底、墩台应力、内力计算与验算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑧必要的稳定性分析、动力分析和抗震计算~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
五、综合分析题~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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：~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
①合理选择路基横断面形式，正确确定边坡坡度。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
②选择良好的填筑材料，采取正确的施工方法。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
③充分压实路堤，保证足够的压实度。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
④认真设计和施工地面与地下排水设施。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑤足够的路基高度，力求干燥状态。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑥设置隔离层或隔温层，保持良好水温状况。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑦做好边坡防护与加固及支挡结构物。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
2、①石拱桥、砼拱桥采用支架砌筑、浇筑。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
②钢筋砼拱可在支架上浇筑或组拼。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
③为节省拱架、上、下部同时施工，预制吊装是常用方法。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
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。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑥钢管砼拱通常采用缆索吊装钢管拱，然后灌注砼。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑦桁架拱通常采用预制拼装。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº
⑧刚架桥可采用有支架，少支架，无支架施工。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

就做题目好了啊~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

谢谢了~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

谢谢了，我要多复习了~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

谢谢~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

谢谢分享~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

还可以啊~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

快要考试了，正需要呢，太感谢楼主了！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

正要考试，多谢楼主！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

不错！~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

今年准备考了，谢谢。~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº

hao!din !~F¯Â¤+ûÖÀºbbs.3c3t.com¶`OœUÀYoº