Analysis on the parameters to affect behavior of rock-socketed segment of piles

被引：0
|
作者：
Liu, Xingyuan [1 ]
Zheng, Yingren [1 ]
机构：
[1] Logistical Engineering Univ, Chongqing, China
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2000年 / 19卷 / 03期
关键词：
Computer simulation - Neural networks - Parameter estimation - Rock mechanics;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on the neural network model of limit load of rock-socketed segment of pile, the analysis method of characteristic parameters is proposed by means of self-organizing character map network. The analysis results are consistent with practical results. Meanwhile, the relation curves between parameter and limit load are given and some useful results are obtained.
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页码：383 / 386
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