摘要
提出了用于单桩 承台 土相互作用分析的三维有限元无限元耦合分析程序 ,通过将程序的计算与山东济南某现场实测结果作比较 ,验证了计算程序的精确性 。
This paper puts forward 3D FEM UEM program which can be used for numerical analysis on pile raft soil interaction. After validating its accuracy by comparing with field tests in Jinan, Shangdong province, we use this program to analysis the bearing capability of single piles.
出处
《岩土力学》
EI
CSCD
2000年第3期275-277,共3页
Rock and Soil Mechanics
