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Numerical Simulating of Layered Buried Embankment Based On PLAXIS

机译:基于PLAXIS的分层填埋路堤数值模拟。

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The construction of embankment is practically a layered buried process.The settlement can't be accurately calculated by transitional settlement theoretical formula that based on the assumption that the load is applied at a time. According to the boundary conditions of a typical embankment of Ling-Nan expressway,the layered buried process is simulated based on the finite element software PLAXIS.The deformations of the location that three settlement plates buried are calculated by the method.The numerical results are compared with the observation data of settlement.The comparison shows that the simulation result is well consistent with the observation data which proves it is a feasible method to get more accurate settlement deformation result beneath layered buried embankment.
机译:路堤的施工实际上是一个分层的掩埋过程。根据基于一次施加荷载的假设的过渡沉降理论公式,无法准确地计算沉降量。根据岭南高速公路典型路堤的边界条件,利用有限元软件PLAXIS对分层埋入过程进行了模拟,通过该方法计算了三个沉降板的埋入位置的变形情况,并对数值结果进行了比较。比较结果表明,模拟结果与观测数据吻合较好,证明了在较厚的地下路堤下获得较准确的沉降变形结果是一种可行的方法。

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