Reuse of thermosetting plastic waste for lightweight concrete.
This paper presents the utilization of thermosetting plastic as an admixture in the mix proportion of lightweight concrete. Since this type of plastic cannot be melted in the recycling process, its waste is expected to be more valuable by using as an admixture for the production of non-structural lightweight concrete. Experimental tests for the variation of mix proportion were carried out to determine the suitable proportion to achieve the required properties of lightweight concrete, which are: low dry density and acceptable compressive strength. The mix design in this research is the proportion of plastic, sand, water-cement ratio, aluminum powder, and lignite fly ash. The experimental results show that the plastic not only leads to a low dry density concrete, but also a low strength. It was found that the ratio of cement, sand, fly ash, and plastic equal to 1.0:0.8:0.3:0.9 is an appropriate mix proportion. The results of compressive strength and dry density are 4.14N/mm2 and 1395 kg/m3, respectively. This type of concrete meets most of the requirements for non-load-bearing lightweight concrete according to ASTM C129 Type II standard.
Panyakapo
Phaiboon
P
Department of Civil Engineering, Faculty of Engineering, Sripatum University, Bangkok, Thailand. phaiboon.pa@spu.ac.th
Panyakapo
Mallika
M
D000535:Aluminum; D002244:Carbon; D060729:Coal Ash; D003247:Conservation of Natural Resources / Q000379:methods*; D003252:Construction Materials; D006358:Hot Temperature; D008422:Materials Testing; D052638:Particulate Matter; D010969:Plastics; D012037:Refuse Disposal / Q000379:methods*; D012822:Silicon Dioxide
D060729:Coal Ash; D052638:Particulate Matter; D010969:Plastics; D002244:Carbon; D012822:Silicon Dioxide; D000535:Aluminum