%0 Journal Article
%T ANALYSIS ON THE PARAMETERS TO AFFECT BEHAVIOR OF ROCK-SOCKETED SEGMENT OF PILES<br>影响嵌岩桩嵌岩段特性的特征参数分析
%A Liu Xingyuan
%A Zheng Yingren
%A <br>刘兴远
%A 郑颖人
%J 岩石力学与工程学报
%D 2000
%I 
%X 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.
%K rock socketed pile
%K characteristic parameters
%K self organizing character map network<br>特征参数
%K 嵌岩桩
%K 嵌岩段
%K 自组织特征映射网络
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=793747083AA1A93D1BEA14A8013F2BBA&yid=9806D0D4EAA9BED3&vid=2A8D03AD8076A2E3&iid=38B194292C032A66&sid=663FF78B2ADE7A2D&eid=B54EB62E9D3FF31E&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=9&reference_num=3