PREDICTING THE RHEOLOGICAL PROPERTIES OF BITUMEN-FILLER MASTIC USING ARTIFICIAL NEURAL NETWORK METHODS
DOI:
https://doi.org/10.11113/jt.v80.11097Keywords:
Artificial neural network, multilayer feed-forward neural network, radial basis function network, complex modulus (G*) and phase angle (δ)Abstract
This study was conducted to develop two types of artificial neural network (ANN) model to predict the rheological properties of bitumen-filler mastic in terms of the complex modulus and phase angle. Two types of ANN models were developed namely; (i) a multilayer feed-forward neural network model and (ii) a radial basis function network model. This study was also conducted to evaluate the accuracy of both types of models in predicting the rheological properties of bitumen-filler mastics by means of statistical parameters such as the coefficient of determination (R2), mean absolute error (MAE), mean squared error (MSE) and root mean squared error (RMSE) for every developed model. A set of dynamic shear rheometer (DSR) test data was used on a range of the bitumen-filler mastics with three filler types (limestone, cement and grit stone) and two filler concentrations (35 and 65% by mass). Based on the analysis performed, it was found that both models were able to predict the complex modulus and phase angle of bitumen-filler mastics with the average R2 value exceeding 0.98. A comparison between the two types of models showed that the radial basis function network model has a higher accuracy than multilayer feed-forward neural network model with a higher value of R2 and lower value of MAE, MSE and RMSE. It can be concluded that the ANN model can be used as an alternative method to predict the rheological properties of bitumen-filler mastic.Â
References
Morse, A. A. & Green, R. L. 2009. Pavement Design and Rehabilition. Dlm. Brockenbrough, R. (ed.). Highway. 223-237. United State: McGraw-Hill.
Anderson, D. A. 1987. Guidelines for Use of Dust in Hot-Mix Asphalt Concrete Mixtures. Journal of the Association of Asphalt Paving Technologists. 56: 492-516.
Airey, G. D. 1997. Rheological Characteristics of Polymer Modified and Aged Bitumens. Tesis Ph.D. Jabatan Kejuruteraan Awam, Universiti Nottingham, United Kingdom.
Zeghal, M. 2008. Visco-elastic Portrayal of Bituminous Materials: Artificial Neural Network Approach. Proceedings of GeoCongress. New Orleans, Louisiana, 9-12 Mac.
Hagan, M. T., Demuth, H. B. & Beale, M. H. 1996. Neural Network Design. PWS Publishing.
Thube, D. T. 2012. Artificial Neural Network (ANN) based Pavement Deterioration Models for Low Volume Roads in India. International Journal of Pavement Research and Technology. 5(2): 115-120.
Abo-hashema, M. 2009. Artificial Neural Network Approach for Overlay Design of Flexible Pavements. The International Arab Journal of Information Technology. 6(2): 204-212.
MartÃnez, F. & Angelone, S. 2009. The Estimation of the Dynamic Modulus of Asphalt Mixtures Using Artificial Neural Networks. Road Laboratory, School of Engineering, University of Rosario, Argentina.
Hassan, H. F. 2010. Artificial Neural Network Technique for Rainfall Forecasting Applied to Alexandria, Egypt. Tesis Master, Jabatan Kejuruteraan Awam & Struktur, Universiti Kebangsaan Malaysia.
Beale, M. H., Hagan, M. T. & Demuth, H. B. 2012. Neural Network Toolboxtm User’s Guide. Natick: The MathWorks, Inc.
Svozil, D, Vladimir KvasniEka, JiEPospichal 1997. Introduction to Multi-layer Feed-forward Neural Networks. Chemometrics and Intelligent Laboratory Systems. 39: 43-62.
Hornik, K., Stinchcombe, M. & White, H. 1989. Multilayer Feedforward Networks are Universal Approximators. Neural Networks. 2: 359-366.
Saltan, M., TiÄŸdemir, M. & KaraÅŸahin, M. 2002. Artificial Neural Network Application for Flexible Pavement Thickness Modeling. Turkish Journal Engineering & Environmental Sciences. 26: 243-248.
Yu, B., He, X. 2006. Training Radial Basis Function Networks with Differential Evolution. Proceedings of IEEE International Conference on Granular Computing, Atlanta, GA, US. 369-372.
Tuba Kurban and Erkan BeÅŸdok 2009. A Comparison of RBF Neural Network Training Algorithms for Inertial Sensor Based Terrain Classification. Journal of Sensors. 9: 6312-6329.
Hamim. 2009. Ramalan Cirian Reologi Campuran Berasphalt Menggunakan Rangkaian Saraf Tiruan. Tesis Master, Jabatan Kejuruteraan Awam dan Struktur, Universiti Kebangsaan Malaysia.
Min-Chih Liao, Jian-Shiuh Chen, Gordon Airey and Shi-Jing Wang. 2014. Rheological Behavior of Bitumen Mixed with Trinidad Lake Asphalt. Construction and Building Materials. 66: 361-367.
Sobhani, J., Najimi, M., Pourkhorshidi, A. R., & Parhizkar, T. 2010. Prediction of the Compressive Strength of No-Slump Concrete: A Comparative Study of Regression, Neural Network and ANFIS Models. Construction and Building Materials. 24(5): 709-718.
Tiwari, K. C. 2001. Neural Network Parameter Affecting Image Classification. Journal of Defense Science. 51: 263-278.
Xiao, F. & Amirkhanian, S. N. 2009. Artificial Neural Network Approach to Estimating Stiffness Behavior of Rubberized Asphalt Concrete Containing Reclaimed Asphalt Pavement. Journal of Transportation Engineering. 135(8): 580-589.
Downloads
Published
Issue
Section
License
Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.