摘要
本文在分析比较BOWLES、BF81等国内外波动方程计算程序的基础上，编制了一种输入桩顶实测力波的波动程序，结合福建省建筑科学研究院锤击贯入试桩法实测资料，进行分析计算，得出的单桩极限承载力可供生产部门参考。
Based the program BF81. Bowles etc.the wave equation program is proposed for the using input of direct force wave measurement of pile top.Compared and analysised the Hammer-driving method's datum of Fujian building research institute the ultimate bearing capacity which calculate for the wave equation program,can be applied to engineering practice
出处
《福建建筑》
1999年第3期48-49,共2页
Fujian Architecture & Construction
