A neuro-fuzzy model for modulus of deformation of jointed rock masses

被引:103
|
作者
Gokceoglu, C [1 ]
Yesilnacar, E
Sonmez, H
Kayabasi, A
机构
[1] Hacettepe Univ, Dept Geol Engn, Appl Geol Div, TR-06532 Ankara, Turkey
[2] Univ Melbourne, Dept Geomat, Melbourne, Vic 3010, Australia
[3] Survey & Dev Adm, Gen Directorate Elect Power Res, Ankara, Turkey
关键词
modulus of deformation; rock mass; neuro-fuzzy model; prediction method;
D O I
10.1016/j.compgeo.2004.05.001
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Use of indirect estimation methods for some rock mass parameter is considered traditionally in the rock mechanics applications. Generally, the regression based-statistical methods are used to develop an empirical equation. However, new techniques such as artificial neural networks, fuzzy inference systems or neuro-fuzzy systems were employed in recent years. In this study, construction of a neuro-fuzzy system to estimate the deformation modulus of rock masses is aimed, because this modulus has a crucial importance for many design approaches in rock engineering. For the purpose, a database including 115 data sets was employed and a neuro-fuzzy system consisting of two inputs, one output and three layers was constructed. After learning process, total 18 if-then fuzzy rules were obtained. The performance values such as RMSE, VAF, absolute error and coefficient of cross-correlation were calculated and, the constructed neuro-fuzzy model exhibited a high performance according to the performance indices. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:375 / 383
页数:9
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