摘要
采用大型有限元程序ANSYS对桩土之间的位移、桩侧阻力、桩端阻力的分布进行分析,并对其实测值进行了比较。结果表明,本分析方法是合理的。
In this paper, ANSYS is employed for the analysis of the displacement between pile and soil, and of the distribution of resistance on pile side and pile end. The comparison with the actual measurement shows that the method adopted is reasonable.
出处
《武汉科技大学学报》
CAS
2006年第3期293-296,共4页
Journal of Wuhan University of Science and Technology