摘要
应用三维等参数弹性有限单元法，考虑承台桩土相互作用，对一水泥土桩下卧土层的竖向应力进行了计算。
The vertical stress of the soil under cement plies, considering the interaction among the platform, piles and soil, is calculated by using 3 dimensional isoparametric elastic finite element method. The calculation results is analysed.
出处
《北方交通大学学报》
CSCD
北大核心
1997年第4期392-394,410,共4页
Journal of Northern Jiaotong University
