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European Journal of Applied Sciences – Vol. 9, No. 6
Publication Date: December 25, 2021
DOI:10.14738/aivp.96.11464. Dorcas, O. A., Aderenle, O. R., & Emmanuel, F. K. (2021). Modelling the Strength Properties of Concrete Containing Construction
Demolition Waste Using Response Surface Methodology and Artificial Neural Network. European Journal of Applied Sciences, 9(6).
646-661.
Services for Science and Education – United Kingdom
Modelling the Strength Properties of Concrete Containing
Construction Demolition Waste Using Response Surface
Methodology and Artificial Neural Network
Oluyemi-Bamitale Ayibiowu Dorcas
School of Engineering & Engineering Technology
Federal University of Technology, Akure, Nigeria
Okanlawon Rufus Aderenle
School of Engineering & Engineering Technology
Federal University of Technology, Akure, Nigeria
Falola Kayode Emmanuel
School of Engineering & Engineering Technology
Federal University of Technology, Akure, Nigeria
ABSTRACT
The study presents a comparative approach between Response Surface
Methodology (RSM) and Artificial Neural Network (ANN) in estimating the
compressive strength and flexural strength of concrete incorporating Construction
Demolition waste. The effects of factor variables such as %RCA (Recycle Concrete
Aggregate as replacement for granite), water-cement ratio, % RFA (Recycled Fine
Aggregate as replacement for sand) and Recycled Concrete Aggregate size were
investigated using the central composite design of response surface methodology.
This same experimental design results were used in training the artificial neural
network. The predicting ability of both methodologies was compared using theRoot
Mean Square Error (RMSE) and the Absolute Average Deviation (AAD). Response
Surface Methodology Model had a RMSE and AAD compressive strength score of
9.74 and 1.6 while the ANN had score of 14.76 and 2.6 for compressive strength.
When compared to Artificial Neural Network, Response Surface Methodology
showed lower predictive error functions for both tensile and compressive strength
predictions, and was found to be more accurate in its ability to predict the strength
properties of CDW concrete.
Keywords: Response surface methodology; Construction and demolition waste; Central
Composite Design; Artificial Neural Network; Strength properties.
INTRODUCTION
Construction and demolition waste (CDW) is waste made up of building materials, debris and
rubble that is generated during the construction, remodeling, restoration or demolition of any
civil structure. These wastes are big and dense, and they take up a lot of space in waste bins,
containers and landfills. Construction and Demolition activities generate massive amounts of
waste, and the accumulation of waste has negative consequences for both environment and
human life. According to research from around the world, C&D trash accounts for 20-30% of
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647
Dorcas, O. A., Aderenle, O. R., & Emmanuel, F. K. (2021). Modelling the Strength Properties of Concrete Containing Construction Demolition Waste
Using Response Surface Methodology and Artificial Neural Network. European Journal of Applied Sciences, 9(6). 646-661.
URL: http://dx.doi.org/10.14738/aivp.96.11464
solid waste, with concrete and masonry accounting for 70-80% of it. CDW (Construction and
Demolition Waste) is mostly a by-product of fast urbanization. CDW materials offer a high
recycling and reusability potential. Despite its potential, landfilling remains Nigeria
s most
popular waste disposal option. Recycling of building and demolition debris is regulated by law
and policy in industrialized countries, and recycling rates have approached 90%. In Australia,
about 90% of this garbage was recycled. In 2012, Japan
s recycling rate was 99.5%, while
Singapore had the highest recycling rate of 99.9%. Nigeria
s CDW recovery rate is still less than
50%, which is a very low figure.
Nigeria, Africa's most populous country, has a population of about 206 million people. Its
population grew by about 5.5 million people per year. Nigeria is the world's seventh most
populous country, accounting for 2.64 percent of the global population. Many construction
projects are underway in order to meet the rising population's housing needs. Construction
generally relies on the natural environment for raw materials such as wood, sand, timber, and
aggregates, and construction operations generates a considerable amount of garbage. Nigeria
now produces roughly 165-170 million tonnes (MT) of debris yearly, according to government
estimates, and 12-14.7 MT of C & D garbage annually, according to Ministry of Urban
Development estimates. According to Poon & Ng [20], trash generated during construction is
predicted to be between 40 and 60 kg per square meter. Waste generated during rehabilitation
and restoration operations was estimated to be 40-50kg per sqm on a comparable basis. The
destruction of the buildings adds a large amount of C & D trash to the mix. As a result of the
various studies, it can be concluded that a variety of factors influence C & D waste generation,
including demographic factors such as population, rate of urbanization, population density, and
people's socioeconomic status; city age; and construction and demolition patterns and
practices [22]. According to Dajadian and Koch [7], trash can come from a variety of operations
and procedures that occur prior to, during, and after construction.
LITERATURE REVIEW
Concrete is the most widely used construction material on the planet; the raw materials are
readily available in most regions of the world, and it does not require specialized or expensive
gear to make. However, due to the increasing demand, some of the components that make up
the product are becoming scarce and expensive, necessitating the usage of alternative
materials. [5]. In an attempt to aid development in construction materials technology that
provide economical building materials with good quality and standard, studies on the use of by- product waste, such as concrete demolished waste (CDW), as an alternative material for
construction is necessary [5]. Because CDW is made from building debris, it has qualities that
are similar to natural aggregates, such as high water absorption, which can be lowered by
adding tiny granular particles [16]. The use of CDW as a substitute aggregate for concrete
reduces natural aggregate usage as well as landfill difficulties. CDW has been classified as
Recycled Concrete Aggregate (RCA), Recycled Fine Aggregate (RFA), or Recycled Mixed
Aggregate based on its composition (RMA). RCA has been used extensively by studies to
determine its viability in concrete [6; 12].
RSM is a statistical analytic technique in which each response is linked to a collection of factors
in order to assess the influence, relationship, and interaction between the variables and the
response. RSM analysis comprises designing a series of experiments and collecting the
outcomes as responses, then assessing the accuracy and optimizing the variables to get the