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Original Articles

Effect of milled electrical cable waste on mechanical properties of concrete

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Pages 300-307 | Received 09 May 2014, Accepted 17 Nov 2014, Published online: 26 Feb 2015
 

Abstract

The article focuses on investigation of mechanical and fracture properties of concrete containing electrical cable waste as well as some microstructural features of such concrete. Added to concrete, electrical cable waste reduces the overall concrete bulk density. Compressive, flexural, tensile splitting strengths and elastic modulus decreased when electrical cable waste was admixed to conventional and polymer modified concretes. The best mechanical properties of concrete samples containing electrical cable waste were identified in polymer modified concrete containing 5% of electrical cable waste. Electrical cable waste particles increase the deformability of polymer modified concretes and have almost no influence on normal concrete. Consequently, the optimal amount of electrical cable waste particles can provide concrete with desirable strength that is required for different applications.

Additional information

Notes on contributors

Audrius Grinys

Audrius GRINYS. Dr Assoc. Prof. of the Department of Building Materials of Kaunas University of Technology. TM Concrete manager at SIKA. Research interests: ready mix and precast concrete technology, chemical additive of concrete, concrete deformability, concrete strength and utilisation of waste materials.

Danutė Vaičiukynienė

Danutė VAIČIUKYNIENĖ. Dr Prof. of the Department of Building Materials of Kaunas University of Technology. Research interests: synthesis of crystalline and amorphous zeolites, zeolite modification and their sorption properties, use of zeolite in cement and concrete systems, special-purpose cement systems and concretes.

Algirdas Augonis

Algirdas AUGONIS. Doctor of Technological Sciences, Lecturer at the Department of Building Materials of Kaunas University of Technology. Research interests: concrete fracture mechanics, fibre reinforced concrete, concrete deformability and strength.

Henrikas Sivilevičius

Henrikas SIVILEVIČIUS. Dr Habil. Prof. of the Department of Transport Technological Equipment of Vilnius Gediminas Technical University. Doctor (1984), Doctor Habil. (2003). Publications: more than 190 scientific papers. Research interests: flexible pavement life cycle, hot mix asphalt mixture production technology, application of statistical and quality control methods, recycling asphalt pavement technologies and design, decision-making and expert systems theory.

Rėda Bistrickaitė

Rėda BISTRICKAITĖ. Dr, Lecturer, at the Department of Building Structures of Kaunas University of Technology. Research interests: research of concrete and reinforced concrete innovative structures, mechanics of layered structures, new composite materials.

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