路基路面设计案例

路基路面设计案例

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时间:2018-09-04

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1、课程设计(论文)计算说明书课题名称:路面结构设计院(系):土木建筑学院专业:交通工程班级:2005—1姓名:华鑫城2008年06月30日至2008年07月04日共1周目录1设计题目·····························································································12设计目的和任务·················································································13设计资料一:沥青路面设计·····

2、························································13.1基本资料·······················································································13.2设计方法与设计内容······································································11)根据设计资料要求,确定路面等级和面层类型··························12)计算设计年限

3、内一个车道累计当量轴次和设计弯沉···················13)确定各路段土基回弹模量值·····················································34)初拟路面结构组合与厚度方案·················································45)确定各结构层材料抗压回弹模量,抗拉强度及参数··················56)根据设计弯沉值计算路面厚度·················································57)结构厚度计算结果·····

4、·····························································68)验算防冻厚度·········································································69)修正后各方案计算表·······························································710)方案技术经济比较······························································

5、··811)优选方案沥青路面结构设计图(方案b)······························84设计资料二:水泥混凝土路面设计···············································94.1基本资料·················································································94.2设计方法与设计过程··································································91)换算标

6、准轴载计算使用年限内标准轴载的累计作用次数···········92)拟定路面结构········································································103)方案A的计算·······································································11a.计算基层顶面当量回弹模量··················································11b.计算混凝土板的荷载疲劳应力···············

7、·······························14c.计算混凝土板的温度疲劳应力············································14d.验算防冻厚度······································································154)方案B的计算··································································

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