Abstract
Palm Oil Fuel Ash (POFA) is used as a supplementary cementitious material in
concrete. Using different percentages of POFA leads to a non-linear variation among the
characteristics of concrete. This study aims at developing an empirical model to predict the
compressive strength of concrete using POFA as a cement replacement material and other
properties of the concrete such as the slump and modulus of elasticity using an artificial
neural network. Mixtures of concrete were selected with water-to-binder ratios of 0.50, 0.55
and 0.60, and 10%, 20%, 30% and 40% of the cement content was POFA. The 28-day
compressive strength was tested, and the experimental results show that 0%–20% of POFA
inclusion in the concrete mixtures has the most positive effects on the compressive strength.
Then, a three-layer feed forward-back propagation ANN model with three inputs and three
outputs was developed. Finally, the best architecture for the model was trained, tested and
validated.
concrete. Using different percentages of POFA leads to a non-linear variation among the
characteristics of concrete. This study aims at developing an empirical model to predict the
compressive strength of concrete using POFA as a cement replacement material and other
properties of the concrete such as the slump and modulus of elasticity using an artificial
neural network. Mixtures of concrete were selected with water-to-binder ratios of 0.50, 0.55
and 0.60, and 10%, 20%, 30% and 40% of the cement content was POFA. The 28-day
compressive strength was tested, and the experimental results show that 0%–20% of POFA
inclusion in the concrete mixtures has the most positive effects on the compressive strength.
Then, a three-layer feed forward-back propagation ANN model with three inputs and three
outputs was developed. Finally, the best architecture for the model was trained, tested and
validated.
Original language | English |
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Pages (from-to) | 85-98 |
Number of pages | 14 |
Journal | Journal of Construction in Developing Countries |
Volume | 20 |
Issue number | 1 |
Publication status | Published - 2015 |