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Effects of waste PET bottles aggregate on the properties of concrete

Tipo de material: TextoTextoSeries ; Cement and Concrete Research, 35(4), p.776-781, 2005Trabajos contenidos:
  • Yun-Wang, Choi
  • Dae-Joong, Moon
  • Jee-Seung, Chung
  • Sun-Kyu, Cho
Tema(s): Recursos en línea: Resumen: This paper investigates the surface microstructure of waste polyethylene terephthalate (PET)bottles lightweight aggregate (WPLA)to examine the effect of granulated blast-furnace slag (GBFS)on WPLA. The WPLA was made from the waste PET bottles and GBFS, and experimental tests were conducted on compressive strength, splitting tensile strength, modulus of elasticity, slump, and density of waste PET bottles lightweight aggregate concrete (WPLAC). The 28-day compressive strength of WPLAC with the replacement ratio of 75(percent)reduces about 33(percent)compared to the control concrete in the water-cement ratio of 45(percent). The density of WPLAC varies from 1940 to 2260 kg/m3 by the influence of WPLA. The structural efficiency of WPLAC decreases as the replacement ratio increases. The workability of concrete with 75(percent)WPLA improves about 123(percent)compared to that of the normal concrete in the water-cement ratio of 53(percent). The adhered GBFS is able to strengthen the surface of WPLA and to narrow the transition zone owing to the reaction with calcium hydroxide.
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This paper investigates the surface microstructure of waste polyethylene terephthalate (PET)bottles lightweight aggregate (WPLA)to examine the effect of granulated blast-furnace slag (GBFS)on WPLA. The WPLA was made from the waste PET bottles and GBFS, and experimental tests were conducted on compressive strength, splitting tensile strength, modulus of elasticity, slump, and density of waste PET bottles lightweight aggregate concrete (WPLAC). The 28-day compressive strength of WPLAC with the replacement ratio of 75(percent)reduces about 33(percent)compared to the control concrete in the water-cement ratio of 45(percent). The density of WPLAC varies from 1940 to 2260 kg/m3 by the influence of WPLA. The structural efficiency of WPLAC decreases as the replacement ratio increases. The workability of concrete with 75(percent)WPLA improves about 123(percent)compared to that of the normal concrete in the water-cement ratio of 53(percent). The adhered GBFS is able to strengthen the surface of WPLA and to narrow the transition zone owing to the reaction with calcium hydroxide.

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