Awang, A. and Mohammed, B.S. and Mustafa, M.R. (2016) Mix design proportion for strength prediction of rubbercrete using artificial neural network. In: UNSPECIFIED.
Full text not available from this repository.Abstract
Data on the mix design of rubbercrete experiments are available throughout the literature and utilized in this paper to provide a platform for prediction of strength to obtained predetermined mix design. Using artificial neural network (ANN), the strengths of rubbercrete are predicted using literature data with water-cement ratio, percentage of CR, cement, fine aggregates, coarse aggregates and water as inputs. The desired output are identified as the compressive strength, flexural strength, splitting tensile strength and modulus elasticity of rubbercrete. From the result, it is concluded that different data set, different neural network parameters are required. The overall regression plot for the prediction achieved a correlation coefficient, R of 0.99157. With this prediction tool, the neural network can be used as mix design for selection of rubbercrete mix proportions to facilitate the application and utilization of rubbercrete, not only the academic field, but also in the industry. © 2016 Taylor & Francis Group, London.
Item Type: | Conference or Workshop Item (UNSPECIFIED) |
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Additional Information: | cited By 0; Conference of 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016 ; Conference Date: 15 August 2016 Through 17 August 2016; Conference Code:180169 |
Uncontrolled Keywords: | Cements; Compressive strength; Environmental engineering; Forecasting; Neural networks; Offshore oil well production; Tensile strength, Academic fields; Coarse aggregates; Correlation coefficient; Neural network parameters; Prediction tools; Splitting tensile strength; Strength prediction; Water-cement ratio, Aggregates |
Depositing User: | Mr Ahmad Suhairi UTP |
Date Deposited: | 09 Nov 2023 16:19 |
Last Modified: | 09 Nov 2023 16:19 |
URI: | https://khub.utp.edu.my/scholars/id/eprint/7602 |