Numerical Simulating of Layered Buried Embankment Based On PLAXIS

摘要：

The construction of embankment is practically a layered buried process.The settlement cant 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.

关键词： embankment stage filling numerical simulation PLAXIS

作者: XianBing GONG Jian ZHAO

作者单位: Hunan Provincial Expressway Administration Changsha, China Communications Research InstituteChangsha University of Science and Technology Changsha, China

会议类型: 国际会议

会议名称: 2009 Second International Conference on Intelligent Computation Technology and Automation(2009 第二届IEEE智能计算与自动化国际会议 ICICTA 2009)

会议地点: 长沙

会议语种:英文

页码: 1080-1083

在线出版日期: 2009-10-10（万方平台首次上网日期，不代表论文的发表时间）