Prediction of compressive and tensile strength of limestone via genetic programming

被引:272
作者
Baykasoglu, Adil [1 ]
Gullu, Hamza [2 ]
Canakci, Hanifi [2 ]
Oebakir, Lale [3 ]
机构
[1] Gaziantep Univ, Dept Ind Engn, TR-27310 Gaziantep, Turkey
[2] Gaziantep Univ, Dept Civil Engn, TR-27310 Gaziantep, Turkey
[3] Erciyes Univ, Dept Ind Engn, Kayseri, Turkey
关键词
genetic programming; prediction; limestone; strength of materials;
D O I
10.1016/j.eswa.2007.06.006
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Accurate determination of compressive and tensile strength of limestone is an important subject for the design of geotechnical structures. Although there are several classical approaches in the literature for strength prediction their predictive accuracy is generally not satisfactory. The trend in the literature is to apply artificial intelligence based soft computing techniques for complex prediction problems. Artificial neural networks which are a member of soft computing techniques were applied to strength prediction of several types of rocks in the literature with considerable success. Although artificial neural networks are successful in prediction, their inability to explicitly produce prediction equations can create difficulty in practical circumstances. Another member of soft computing family which is known as genetic programming can be a very useful candidate to overcome this problem. Genetic programming based approaches are not yet applied to the strength prediction of limestone. This paper makes an attempt to apply a promising set of genetic programming techniques which are known as multi expression programming (MEP), gene expression programming (GEP) and linear genetic programming (LGP) to the uniaxial compressive strength (UCS) and tensile strength prediction of chalky and clayey soft limestone. The data for strength prediction were generated experimentally in the University of Gaziantep civil engineering laboratories by using limestone samples collected from Gaziantep region of Turkey. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:111 / 123
页数:13
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