摘要
根据已有的规范和经验计算方法对桩基竖向承载力的计算方法进行了修正,并结合试验数据进行了比较分析,验证了修正公式的可靠性,得出了该修正公式可以预估桩基极限承载力的结论,从而促进桩基承载力的研究。
It corrects the calculation method of the vertical force bearing of pile foundation according to the present standard and experiencing method, and makes a comparative analysis combined with experimental data, which solves the reliability of corrective formula and gets the conclusion that this corrective formula can estimate the limited bearing force of pile foundation in advance, which promotes the research of the bearing force of pile foundation.
出处
《山西建筑》
2008年第23期135-136,共2页
Shanxi Architecture
关键词
桩基
竖向承载力
修正
pile foundation, vertical bearing force, correct
