摘要
对常用几种估算未达破坏试桩的单桩极限承载力方法进行了总结、讨论，从理论上证明了麦随基威克司法（作图法）的合理性，在此基础上，编制了程序．计算结果表明，该方法具有较高的精度．
The several common methods that determine the hearing capacity of single pile for the testing curve have been discussed in this paper. It has heen demostrated that the drawing is reasonable.The program is written on the basis of the drawing. Numerical example shows the efficiency of present method.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1999年第4期474-477,共4页
Journal of Tongji University:Natural Science
基金
上海市建委基金!A9702154
科委建设基金!A9702154
