【作者】 刘兴远； 郑颖人；

【Author】 Liu Xingyuan Zheng Yingren (logistical Engineering University Chengqing 400041)

【机构】 后勤工程学院建筑系；

【摘要】 本文以文献[1]确立的嵌岩桩嵌岩段承载力极限值估计的BP网络模型为基础,提出了用自组织特征映射网络来分析问题的特征参数的方法,其分析结果与工程实践结果相一致;并给出了嵌岩桩嵌岩段极限承载力与各参数间的关系,从而得到了一些有益的结论。更多还原

【Abstract】 According to set up the neural network model of limit load computation of segment rock-socketed of rock-socketed pile by reference 1,analysis method of characteristic partmeter is proprised by means of self-organizing feature map neural network in the paper.Its analysis results are corresponding to engineering parctice results.Meanwhile,the relation curves between each parameter and limit load are given and useful results are obtained.更多还原