摘要
以单桩静载试验 Q~ s曲线反分析过程为例 ,介绍了遗传反分析方法 ,并结合一工程实例将反分析结果与实测结果进行对比 ,证明利用遗传算法 。
By taking the back calculation process on Q~s curve of single pile loading test as an example, the Genetic inverse methods is introduced. By contrasting the back figured data with the measured data, the results show, that through making use of pile loading test data for the back figure, the pile soil mechnical parameters are feasible.
出处
《西安建筑科技大学学报(自然科学版)》
CSCD
2003年第1期24-27,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
单桩
Q-S曲线
桩基
遗传算法
反分析
静载试验
piled foundation
genetic algorithms
back calculation
static loading test.