摘要
运用ANSYS弹塑性有限元应用软件,对深基坑悬臂式板桩墙支护模型上的土压力进行了分析计算,并通过Matlab用二项式沿板桩墙深度方向进行拟合,得到二项式表达式,最后计算得出了中间土压力系数。
Finite element application software, ANSYS, was employed to calculate and analyze the earth pressure of the sheet pile walls in deep excavation engineering. And the binomial expression was gained by utilizing the Matlab to fit the earth pressure along the depth of the sheet pile walls. Finally, the middle coefficient of earth pressure was gained by calculation.
出处
《国外建材科技》
2008年第6期117-118,122,共3页
Science and Technology of Overseas Building Materials
