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高速公路桥头跳车原因分析及防治措施
引用本文:聂重军,郑俊杰.高速公路桥头跳车原因分析及防治措施[J].公路,2004(3):109-112.
作者姓名:聂重军  郑俊杰
作者单位:华中科技大学道路与桥梁工程系,武汉市,430074
摘    要:分析了高速公路桥头跳车原因,提出了用无砂大孔混凝土和CFG桩处理桥涵台背区不均匀沉降的方法,从而有效地减轻桥头跳车现象。

关 键 词:高速公路  桥头跳车  原因  无砂大孔混凝土  CFG桩  不均匀沉降  防治措施
文章编号:0451-0712(2004)03-0109-04

Analysis of Vehicle Bump at End of Highway Bridge and Prevention Measures
NIE Chong-jun,ZHENG Jun-jie.Analysis of Vehicle Bump at End of Highway Bridge and Prevention Measures[J].Highway,2004(3):109-112.
Authors:NIE Chong-jun  ZHENG Jun-jie
Abstract:At first, the reasons of vehicle bump at the end of highway bridge are analyzed, then the measures using macroporous concrete without sand and cement flyash gravel (CFG) piles to reduce the unequal settlement at the back of bridge and culvert are put forward. Consequently, the phenomenon of vehicle bump at the end of bridge will be avoided efficiently.
Keywords:expressway  vehicle bump at the end of bridge  macroporous  concrete without sand  CFG pile  
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