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结合工程实例,采用规范方法分析了邻近高墩处的侧向填土对桥梁高墩的影响。计算结果表明,侧向填土过高,将导致桩基础受力超限,桥墩产生过大变形。不合理的侧向填土将影响桥梁的正常运行。
Combined with the engineering example, the influence of the side fill on the high pier of the bridge is analyzed by the standard method. The calculation results show that when the lateral filling is too high, the pile foundation will be overloaded and the bridge pier will be deformed excessively. Unfair lateral filling will affect the normal operation of the bridge.