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针对低填路基基底处置、饱和软粘土地基的动力响应规律等问题,本文采用ABAQUS有限元分析方法,分析了低路基在车辆荷载作用下的动态特性。
In order to solve the problem of dynamic response of saturated soft clay foundation under the condition of low-filled roadbed and ABAQUS finite element method, the dynamic behavior of low subgrade under vehicle load is analyzed.