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针对惠州地区土质、地质情况 ,通过台背路基沉降的数值计算和量化分析 ,提出了不同填高、不同基底状况的桥头跳车病害防治技术方案 ,并通过西林河大桥工程予以验证
Aiming at the soil and geological conditions in Huizhou area and through the numerical calculation and quantitative analysis of the subsidence of the abutment subgrade, the technical solutions of preventing and controlling the bridge head jumping disease with different filling and different base conditions are proposed and verified by the Xilin River Bridge Project