Prediction of the uniaxial compressive strength of sandstone using various modeling techniques

被引:133
作者
Armaghani, Danial Jahed [1 ]
Amin, Mohd For Mohd [1 ]
Yagiz, Saffet [2 ]
Faradonbeh, Roohollah Shirani [3 ]
Abdullah, Rini Asnida [1 ]
机构
[1] Univ Teknol Malaysia, Dept Geotech & Transportat, Fac Civil Engn, Skudai 81310, Johor, Malaysia
[2] Pamukkale Univ, Dept Geol Engn, Denizli, Turkey
[3] Islamic Azad Univ, South Tehran Branch, Young Researchers & Elite Club, Tehran, Iran
关键词
Uniaxial compressive strength; Artificial neural network; Imperialist competitive algorithm; Non-destructive tests; Point load index; ARTIFICIAL NEURAL-NETWORK; IMPERIALIST COMPETITIVE ALGORITHM; POINT LOAD STRENGTH; GRANITIC-ROCKS; FUZZY MODEL; P-WAVE; MODULUS; INDEX; ELASTICITY; VELOCITY;
D O I
10.1016/j.ijrmms.2016.03.018
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Sandstone blocks were collected from Dengkil site in Malaysia and brought to laboratory, and then intact samples prepared for testing. Rock tests, including Schmidt hammer rebound number, P-wave velocity, point load index, and UCS were conducted. The established dataset is composed of 108 cases. Consequently, the established dataset was utilized for developing the simple regression, linear, non-linear multiple regressions, artificial neural network, and a hybrid model, developed by integrating imperialist competitive algorithm with ANN. After performing the relevant models, several performance indices i.e. root mean squared error, coefficient of determination, variance account for, and total ranking, are examined for selecting the best model and comparing the obtained results. It is obtained that the ICA-ANN model is superior to the others. It is concluded that the hybrid of ICA ANN could be used for predicting UCS of similar rock type in practice. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:174 / 186
页数:13
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