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1、华东交通大学课程设计(论文)任务书题目名称路基路面工程课程设计院(系)土木建筑学院专业交通工程班级2009-1姓名刘超超20目录1设计资料······································································································11.1工程概况································································································11.2设计资料·················
2、··············································································11.3设计目的任务·····················································································12交通量分析··································································································23沥青路面设计··············
3、···············································································24水泥混凝土路面设计··············································································114.1混凝土路面设计基准期·····································································114.2标准轴载及轴载当量换算································
4、·································114.3拟定路面结构······················································································124.4方案一的计算(手算)··········································································134.4.1确定材料参数····································································
5、·······134.4.2计算荷载疲劳应力·····································································144.4.3计算温度疲劳应力·····································································154.5方案二的计算(软件计算)······································································164.6接缝设计·····························
6、···································································175方案比选········································································································186总结体会········································································································19207参考文献··
7、······································································································191设计资料1.1工程概况拟设计路面属某段高速公路..路段位于平原微丘区,公路自然区划为Ⅱ2区,地震烈度为六级,设计标高240.50m,地下水位1.45m。1.2设计资料所经地区多处为粘性土。根
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