Properties of sustainable polyester concrete pavement with various types of recycled aggregates
Source abstract
Abstract
Polyester concrete PC is composed of aggregate, polyester resin as binding material, and fillers when needed. Sustainable polyester concrete pavement SPCP is composed of recycled aggregate, polyester resin as binding material, and fine waste material used as fillers like fly ash. SPCP can be used as rigid pavement construction. Because of its properties like high compressive strength, high flexural strength, fast curing, high specific strength, and resistance to chemical attacks. A high flexural strength is the main requirement for pavement structures to resist cyclic load from traffic. The present study attempted to investigate the physical and mechanical properties of sustainable polyester concrete pavement SPCP contain different types of recycled aggregates RA in addition to natural aggregate, and fly ash as a mineral filler. The study used reclaimed asphalt pavement RAP, recycled concrete aggregate RCA, and crushed bricks aggregate CBA, with different percentages by weight (0%, 25%, 75%, and 100%) as a replacement with natural aggregate NA. The test results indicated that aggregate characteristics have a significant influence on the properties of SPCP. The best performance, especially in flexural strength, was obtained with recycled concrete aggregate.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Recycled Aggregate Concrete Performance · Innovative concrete reinforcement materials · Asphalt Pavement Performance Evaluation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Highway and Transportation Engineering, Mustansiriyah University, Baghdad, Iraq
References (58)
Show source-provided references
1. 10.1016/S0950-0618(99)00030-610.1016/S0950-0618(99)00030-6 ↗
2. 10.1061/(ASCE)MT.1943-5533.000124710.1061/(ASCE)MT.1943-5533.0001247 ↗
3. Abdul Latif A. M. · Journal of Kerbala University · 2009 · 7 · 17
4. 10.1061/(ASCE)MT.1943-5533.000078910.1061/(ASCE)MT.1943-5533.0000789 ↗
5. Akgun A. M. · 2015
6. ASTM C131/C131 M. (2020). Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM International.
7. ASTM C496. (2017). Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM International.
8. ASTM C567/C567M-19. (2019). Standard test method for determining density of structural lightweight concrete. ASTM International.
9. ASTM C597 · 2016
10. ASTM C642 · Standard test method for density, absorption, and voids in hardened concrete · 2013
11. ASTM C78 · Standard test method for flexural strength of concrete (using simple beam with third-point loading) · 2018
12. ASTM D6433 · 2018
13. Barbuta M. · Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section · 2008 · 13
14. Bedi R. · Journal of Vibration Engineering & Technologies · 2014 · 2 · 47
15. 10.1016/j.conbuildmat.2014.07.00310.1016/j.conbuildmat.2014.07.003 ↗
16. Beutel A. · 2015
17. BS 1881 Part116 · 1983
18. 10.1016/j.compstruct.2017.06.05810.1016/j.compstruct.2017.06.058 ↗
19. 10.1016/j.conbuildmat.2018.05.05810.1016/j.conbuildmat.2018.05.058 ↗
20. Delatte N. · 2008
21. 10.1016/j.conbuildmat.2018.10.13210.1016/j.conbuildmat.2018.10.132 ↗
22. FAA · Advisory Circular · 2014 · 150 · 5370
23. Gautam N. · International Journal of Environmental Research And Development · 2014 · 4 · 81
24. 10.1016/j.cemconres.2004.03.01210.1016/j.cemconres.2004.03.012 ↗
25. 10.28936/jmracpc10.2.2018.(1)10.28936/jmracpc10.2.2018.(1) ↗
26. 10.1016/j.egypro.2018.11.16210.1016/j.egypro.2018.11.162 ↗
27. 10.1088/1742-6596/1003/1/01208810.1088/1742-6596/1003/1/012088 ↗
28. 10.1016/j.conbuildmat.2018.01.19110.1016/j.conbuildmat.2018.01.191 ↗
29. 10.1016/j.conbuildmat.2012.11.08310.1016/j.conbuildmat.2012.11.083 ↗
30. 10.1155/2016/724974310.1155/2016/7249743 ↗
31. Liu X. · Advances in Polymer Technology · 2019 · 2019 · 1
32. 10.1007/BF0225723910.1007/BF02257239 ↗
33. Mamlouk M. S. · 2017
34. 10.1016/j.conbuildmat.2012.12.00910.1016/j.conbuildmat.2012.12.009 ↗
35. Mohamed M. R. · Iraqi J. Sci · 2016 · 57 · 2677
36. Muszynski, L. C. (1983). Polyester polymer concrete compositions [US4371639A].
37. 10.1016/j.eurpolymj.2004.05.00410.1016/j.eurpolymj.2004.05.004 ↗
38. 10.1061/(ASCE)MT.1943-5533.000239810.1061/(ASCE)MT.1943-5533.0002398 ↗
39. Naik T. R. · 2005
40. Okafor F. O. · Leonardo Electron. J. Pract. Technol · 2010 · 9 · 47
41. 10.5772/1716710.5772/17167 ↗
42. 10.1061/(ASCE)0899-1561(2004)16:1(15)10.1061/(ASCE)0899-1561(2004)16:1(15) ↗
43. 10.1016/j.conbuildmat.2018.07.08010.1016/j.conbuildmat.2018.07.080 ↗
44. 10.1016/j.conbuildmat.2011.03.04710.1016/j.conbuildmat.2011.03.047 ↗
45. 10.1016/j.polymertesting.2017.09.01510.1016/j.polymertesting.2017.09.015 ↗
46. 10.1016/j.conbuildmat.2014.04.11710.1016/j.conbuildmat.2014.04.117 ↗
47. 10.1007/978-3-319-78175-410.1007/978-3-319-78175-4 ↗
48. 10.1016/j.jobe.2018.05.00710.1016/j.jobe.2018.05.007 ↗
49. UFC 3-250-01 · Pavement design for roads and parking areas · 2016
50. UFC 3-260-02 · Unified Facil. Criteria · 2001 · 3
51. 10.1016/0958-9465(95)00006-210.1016/0958-9465(95)00006-2 ↗
52. 10.1061/(ASCE)0899-1561(1993)5:1(62)10.1061/(ASCE)0899-1561(1993)5:1(62) ↗
53. Vipulanandian V. · Journal of Materials · 1990 · 87 · 241
54. 10.1061/(ASCE)MT.1943-5533.000230410.1061/(ASCE)MT.1943-5533.0002304 ↗
55. 10.1061/(ASCE)MT.1943-5533.000223310.1061/(ASCE)MT.1943-5533.0002233 ↗
56. 10.1061/(ASCE)MT.1943-5533.000275110.1061/(ASCE)MT.1943-5533.0002751 ↗
57. 10.3390/ma1107121310.3390/ma11071213 ↗
58. 10.1016/j.rinp.2018.04.06110.1016/j.rinp.2018.04.061 ↗