而现有的路桥过渡段段差异沉降控制标准与交通荷载下路桥过渡段路面的计算模型和计算方法，不能对桥头跳车问题进行全面描述和合理解释。
But the current differential settlement control criterion of bridge-approach, the existing calculation models and methods of bridge-approach pavements could not describe and explain.
对采用不同的基础形式来控制基础的差异沉降进行了计算比较。
By calculation the adoption of different foundation form to control the difference in settlement of the foundation.
对采用不同的基础形式来控制基础的差异沉降进行了计算比较。
By calculation the adoption of different foundation form to control the difference in settlement of the foundation. To ascertain te reasonable treatment plan of ground base and the foundation form.
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