Comparing the effects of oil palm kernel shell and cockle shell on properties of pervious concrete pavement
Elnaz Khankhaje,Mahdi Rafieizonooz,Mohd Razman Salim,Jahangir Mirza,Salmiati,Mohd Warid Hussin +5 more
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TLDR
In this paper, the effect of using two different sizes of oil palm kernel shell (OPKS) and cockleshell (CS) as partial replacement of natural coarse aggregate on properties of pervious concrete pavement was compared.Abstract:
Nowadays, pervious concrete pavement is one of the best materials used in construction industry as a top layer of permeable pavement system to control the storm water at source In addition, increasing production of waste materials, increased the interest in utilising the waste materials for environmental and technical benefits Therefore, this paper compared the effect of using two different sizes of oil palm kernel shell (OPKS) and cockleshell (CS) as partial replacement of natural coarse aggregate on properties of pervious concrete pavement Thirteen mixtures were made, in which 630-mm natural gravel was replaced with 0, 25, 50 and 75% of 630-mm and 475-mm of both shells The relationships between the properties of pervious concrete mixtures was also determined The replacement of OPKS and CS as the natural aggregate decreased the compressive strength, while the angular shape of both shells caused higher void content and permeability as compared to those of control pervious concrete On the other hand, pervious concrete containing CS showed better properties than those of incorporating OPKS Apart from that, strong relationships between density, void content, permeability, compressive strength values indicated that they can be used as a pervious concrete quality control tests for prediction of properties of pervious concrete pavement before placement in the fieldread more
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Recycling of seashell waste in concrete: A review
Kim Hung Mo,U. Johnson Alengaram,Mohd Zamin Jumaat,Siew Cheng Lee,Wan Inn Goh,Choon Wah Yuen +5 more
TL;DR: In this article, the authors summarized previous research concerning the use of seashell waste as a partial replacement for conventional materials in concrete and other related cement-based products, as well as the effects of incorporating the seashells on the fresh and hardened properties of concrete.
Journal ArticleDOI
Utilization of red mud in geopolymer-based pervious concrete with function of adsorption of heavy metal ions
TL;DR: In this paper, the authors investigated the influence of different factors including RM content, the sodium hydroxide to silicate (Na2O/SiO2) mole ratio, and the alkali concentration of the activator on the mechanical properties and ability of adsorbing heavy metal ions.
Journal ArticleDOI
Properties of seashell aggregate concrete: A review
TL;DR: In this paper, the authors present an overview of the physical, mechanical and chemical properties of the seashells and discuss their properties in terms of sound absorption and thermal insulation properties.
Journal ArticleDOI
Use of oil palm shell as an aggregate in cement concrete: A review
Hussein M. Hamada,Blessen Skariah Thomas,Bassam A. Tayeh,Fadzil Mat Yahaya,Khairunisa Muthusamy,Jian Yang,Jian Yang +6 more
TL;DR: In this article, a comprehensive review on earlier research studies related to the use of oil palm shell and its influence on the fresh, hardened and durability properties of cement concrete is discussed, based on a detailed review, the directions for subsequent exploration on the utilization of OPS in cement concrete are highlighted.
Journal ArticleDOI
Sustainable clean pervious concrete pavement production incorporating palm oil fuel ash as cement replacement
Elnaz Khankhaje,Elnaz Khankhaje,Mahdi Rafieizonooz,Mohd Razman Salim,Mohd Razman Salim,Rawid Khan,Jahangir Mirza,Jahangir Mirza,Ho Chin Siong,Salmiati +9 more
TL;DR: In this paper, a study of pervious concrete pavement as a sustainable solution to control the stormwater at source, reducing heat island effect and enhancing safety of driving is presented. But, the results showed that void content and water permeability increased slightly with increasing palm oil fuel ash, while compressive and tensile strengths decreased.
References
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Journal ArticleDOI
Investigation of coal bottom ash and fly ash in concrete as replacement for sand and cement
TL;DR: In this paper, the authors investigated the use of coal ash in concrete to replace sand with bottom ash waste and cement with fly ash and concluded that those experimental concrete mixes can be used in several structures (foundations, subbases, pavements, etc.) which will minimize the cost, energy and environmental problems to a great extent.
Journal ArticleDOI
Concrete made with recycled tire rubber: Effect of alkaline activation and silica fume addition
TL;DR: In this article, the authors investigated the potential use of recycled tire rubbers in cement matrices, which facilitates the development of concrete with a lesser environmental impact and contributes to developing construction in a sustainable way.
Journal ArticleDOI
Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume
TL;DR: In this article, the authors examined an approach to pre-treat crumb rubber in conjunction with the addition of supplementary cementitious materials in order to mitigate the loss of mechanical properties in rubberized concrete.
Journal ArticleDOI
Characterizing Enhanced Porosity Concrete using electrical impedance to predict acoustic and hydraulic performance
TL;DR: In this article, the porosity and physical features of the pore network were characterized using Electrical Impedance Spectroscopy (EIS), which was found to be an inaccurate indicator of the electrical conductivity of the sample.
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Concrete from an agricultural waste-oil palm shell (OPS)
M. A. Mannan,C. Ganapathy +1 more
TL;DR: In this paper, a concrete using oil palm shell (OPS) as coarse aggregate has been found useful as structural concrete with a density of about 1850 kg/m 3, which satisfies the strength requirement of structural lightweight concrete.