摘要
基于线弹性地基反力法(m法),采用有限元对桩基在各种不同情况下的受力进行了计算分析,并总结出位移规律,最后提出了合理布置桩基的建议,以期使结构达到既经济又安全的目的。
Based on linear elastic subgrade reaction method（m method）,finite element analysis were used to calculate and analyze the pile in a variety of situations,some laws were summarized and suggestions were put forward on how to arrange the pile at the end of this paper,in order to make the structure achieve the goal of both economic and safety.
出处
《山西建筑》
2013年第21期191-192,共2页
Shanxi Architecture
关键词
桩基础
水平荷载
水平位移
pile foundation
horizontal load
horizontal displacement
