Utilization of Plastic Waste in Road Paver Blocks as a Construction Material

被引:5
|
作者
Agrawal, Rajat [1 ]
Singh, Suraj Kumar [2 ]
Singh, Saurabh [1 ]
Prajapat, Deepak Kumar [3 ]
Sudhanshu, Sharma [1 ]
Kumar, Sujeet [4 ]
Durin, Bojan [5 ]
Srajbek, Marko [6 ]
Gilja, Gordon [6 ]
机构
[1] Suresh Gyan Vihar Univ, Ctr Climate Change & Water Res, Jaipur 302017, India
[2] Suresh Gyan Vihar Univ, Ctr Sustainable Dev, Jaipur 302017, Rajasthan, India
[3] Poornima Univ, Dept Civil Engn, Vidhani 302017, Rajasthan, India
[4] Suresh Gyan Vihar Univ, Dept Mech Engn, Jaipur 302017, Rajasthan, India
[5] Univ North, Dept Civil Engn, HR-42000 Varazhdin, Croatia
[6] Univ Zagreb, Fac Civil Engn, HR-10000 Zagreb, Croatia
来源
CIVILENG | 2023年 / 4卷 / 04期
关键词
plastic waste; PET; M-sand; road paver block; compressive strength; DENSITY;
D O I
10.3390/civileng4040058
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
India is confronted with the substantial issue of plastic debris due to the absence of an efficient waste management infrastructure. Recycled plastic has the potential to enhance various construction materials, such as roofing tiles, paving blocks, and insulation. The aforementioned materials possess notable attributes such as high strength, low weight, and exceptional resistance to extreme temperatures and humidity. The objective of this study is to ascertain feasible alternatives for manufacturing road paver blocks utilizing plastic waste (Polyethene terephthalate (PET)), and M-sand (stone dust). Three variations of a discarded plastic cube measuring 150 mm x 150 mm x 150 mm were prepared for the experiment. The experimental findings indicated that a ratio of 1:4 was determined to be the most effective in achieving the desired level of compressive strength. I-section road and brick paver blocks were produced as an alternative to the traditional concrete ones. Compressive strength tests were performed on I-sections and brick paver blocks, revealing that the 1:4 mix ratio exhibited the highest average compressive strength for both materials. The findings indicated that including plastic waste positively impacted the compressive strength of the I-sections and brick paver blocks. Additionally, the quality grading of these materials was evaluated using an ultrasonic pulse velocity test. The ultrasonic pulse velocity test results demonstrated a high-quality grading for the I-sections and brick paver blocks. Scanning electron microscopy (SEM) tests assessed the microstructural behavior and performance. The results of this study demonstrate that incorporating plastic waste in combination with M-sand can effectively improve the mechanical characteristics of composite materials, rendering them viable for use in construction-related purposes.
引用
收藏
页码:1071 / 1082
页数:12
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