摘要
介绍了桩基规范中嵌岩桩单桩竖向极限承载力的计算方法,深入分析了其中原理,得出一些有益结论。
According to the computation method of vertical bearing capacity of rock - socketed pile given in technical code for building pile foundations,the theory of this method was analyzed, and some useful conclusions were drawn.
出处
《平顶山工学院学报》
2005年第6期12-15,共4页
Journal of Pingdingshan Institute of Technology
