土工合成材料处理桥头跳车时加固段长度的确定方法

The error will be produced if the way is quoted from the Technical specifications for Application of Geosynthetics in Highway when determine the length of the stabilized roadbed to prevent vehicle dump on bridge head by geosynthetics. The reason is that the reinforcement of the geosynthetics is considered, but the transition of the differential settlement on the abutment and normal roadbed is not. The result concluded from a instance is more reasonable by considering the transition of the differential settlement on the abutment and normal roadbed. So the two effects should be considered both in design to make the design more reasonable.