ANALYSIS ON THE PARAMETERS TO AFFECT BEHAVIOR OF ROCK-SOCKETED SEGMENT OF PILES
影响嵌岩桩嵌岩段特性的特征参数分析

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.