A comprehensive data driven study of mechanical properties of concrete with waste-based aggregates: Plastic, rubber, slag, glass and concrete
Source abstract
Abstract
In an attempt to reduce the consumption of natural resources, much research has focused on the development of mix designs with waste aggregates. While this research has demonstrated feasibility, investigations into the broader mechanical properties of concrete with various types of waste aggregates have been limited. To this end, this paper studies a wide variety of concrete properties with plastic, rubber, slag, glass and recycled concrete aggregates by analysing a large database of 5321 concrete mixes. The effects of waste aggregate type and replacement ratio on mechanical properties, workability and durability are investigated and relationships between the mechanical properties of concrete with various types of waste aggregates are quantified and compared to the existing design codes. The findings from this study can be used to assist in identifying optimum waste aggregate type and replacement ratio based on intended use and the databases compiled will assist in future data-driven modelling approaches.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Recycled Aggregate Concrete Performance · Innovative concrete reinforcement materials · Innovations in Concrete and Construction Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (100+)
Show source-provided references
1. Integrated model and index for circular economy in the built environment in the Indian context
2. Influence of modified two-stage mixing approaches on recycled aggregate treated with a hybrid method of treatment
3. Mechanical and durability properties of natural fiber-reinforced geopolymers containing lead smelter slag and waste glass sand10.1016/j.conbuildmat.2022.129043 ↗
4. Adesina, A. (2018). Use of Rice Husk in concrete: Review of mechanical properties. Monteiro, P.J., Miller, S.A., & Horvath, A. (2017). Towards sustainable concrete. Nature materials, 16(7), 698–699.10.1038/nmat4930 ↗
5. Towards sustainable concrete10.1038/nmat4930 ↗
6. Reduction in ecology, environment, economy and energy in concrete industry using waste materials
7. Self-healing concrete for sustainable buildings. A review
8. Experimental studies on high strength concrete by using recycled coarse aggregate
9. Material characterization for sustainable concrete paving blocks10.3390/app9061197 ↗
10. Mechanical performance of concrete made with recycled aggregates from concrete pavements
11. Recycled aggregates from construction and demolition waste in the manufacture of urban pavements10.3390/ma14216605 ↗
12. Evaluation of mechanical properties and structural behaviour of concrete pavements produced with virgin and recycled aggregates: an experimental and numerical study
13. Closing the loop: what type of concrete Re-use is the most sustainable option?
14. Properties of concretes produced with waste concrete aggregate10.1016/j.cemconres.2003.12.019 ↗
15. Recycled aggregate from C&D waste & its use in concrete–A breakthrough towards sustainability in construction sector: a review10.1016/j.conbuildmat.2014.07.003 ↗
16. Recycled aggregates from construction and demolition waste towards an application on structural concrete: a review
17. New formulations for mechanical properties of recycled aggregate concrete using gene expression programming10.1016/j.conbuildmat.2016.10.114 ↗
18. A review of recycled aggregate in concrete applications (2000–2017)10.1016/j.conbuildmat.2018.03.240 ↗
19. A comprehensive review on recycled aggregate and recycled aggregate concrete10.1016/j.resconrec.2021.105565 ↗
20. Xu et al. 2019 Parametric sensitivity analysis and modelling of mechanical properties of normal- and high-strength recycled aggregate concrete using grey theory, multiple nonlinear regression and artificial neural networks.10.1016/j.conbuildmat.2019.03.234 ↗
21. Xie et al. 2020 A unified model for predicting the compressive strength of recycled aggregate concrete containing supplementary cementitious materials.10.1016/j.jclepro.2019.119752 ↗
22. Gravina et al. 2021 HDPE and PET as Aggregate Replacement in Concrete: Life-cycle assessment, Material Development and a case study.10.1016/j.jobe.2021.103329 ↗
23. Gravina et al. 2022 Toward the development of sustainable concrete with Crumb Rubber: Design-oriented Models, Life-Cycle-Assessment and a site application.10.1016/j.conbuildmat.2021.125565 ↗
24. Influence of field recycled coarse aggregate on properties of concrete10.1617/s11527-010-9620-x ↗
25. An investigation on mechanical and physical properties of recycled aggregate concrete (RAC) with and without silica fume10.1016/j.conbuildmat.2014.02.057 ↗
26. The effect of curing conditions on the compressive strength of recycled aggregate concrete10.1016/j.conbuildmat.2013.11.112 ↗
27. Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete10.1016/S0008-8846(03)00186-8 ↗
28. Influence of the pre-saturation of recycled coarse concrete aggregates on concrete properties10.1680/macr.2011.63.8.617 ↗
29. Bond strength prediction for deformed steel rebar embedded in recycled coarse aggregate concrete10.1016/j.matdes.2015.06.008 ↗
30. Study of concretes properties based on pre-saturated recycled aggregates
31. Influence of the moisture states of aggregate recycled from waste concrete on the performance of the prepared recycled aggregate concrete (RAC)–A review10.1016/j.conbuildmat.2022.126891 ↗
32. Properties of concrete made with recycled crushed glass at elevated temperatures10.1016/j.buildenv.2005.02.018 ↗
33. Study of concrete involving use of waste glass as partial replacement of fine aggregates10.9790/3021-03760813 ↗
34. Fresh and hardened properties of concrete incorporating recycled glass as 100% sand replacement10.1061/(ASCE)MT.1943-5533.0000979 ↗
35. The influence of steel slag with variable particle size distribution on the workability and mechanical properties of concrete
36. Enhancement of mechanical properties and porosity of concrete using steel slag coarse aggregate10.3390/ma13122865 ↗
37. Laboratory evaluation of green concrete mixes containing high percentages of steel slag coarse aggregate
38. Static mechanical properties of waste rests of recycled rubber and high quality recycled rubber from crumbed tyres used as aggregate in dry consistency concretes10.1617/s11527-013-0121-6 ↗
39. Effect of rubber crumb on the microstructural properties of concrete10.1080/20421338.2016.1224611 ↗
40. Evaluation of mechanical and durability properties of crumb rubber concrete10.1016/j.conbuildmat.2017.08.131 ↗
41. Use of plastic waste (high density polyethylene) in concrete mixture as aggregate replacement
42. Performance of light-weight concrete with plastic aggregate
43. Development of Composite PET Plastic-based Aggregate and its Utilization in Green Lightweight Concrete
44. Comparative study of concrete with polypropylene and polyethylene terephthalate waste plastic as partial replacement of coarse aggregate
45. Physical and mechanical properties of concrete containing PET wastes as a partial replacement for fine aggregates
46. Behavior of concrete incorporating waste plastic as fine aggregate subjected to compression, impact load and bond resistance10.1080/19648189.2020.1798287 ↗
47. Feasibility study of recycled plastic waste as fine aggregates in concrete
48. Measuring the eco-efficiency of cement use10.1016/j.cemconcomp.2010.07.009 ↗
49. Use of different forms of waste plastic in concrete–a review10.1016/j.jclepro.2015.08.042 ↗
50. Experimental analysis of properties of high performance recycled aggregate concrete10.1016/j.conbuildmat.2013.11.054 ↗
51. Influence of waste rubber utilization on the fracture and steel–concrete bond strength properties of concrete10.1016/j.conbuildmat.2015.10.030 ↗
52. Evaluation of eco-friendly concrete having waste PET as fine aggregates
53. Investigations on the performance of concrete made with blended finely milled waste glass10.1260/136943307780150823 ↗
54. Recycling of waste glass as a partial replacement for fine aggregate in concrete10.1016/j.wasman.2008.08.012 ↗
55. The properties of rubberized concretes10.1016/0008-8846(95)00014-3 ↗
56. Rubberized Portland cement concrete10.1061/(ASCE)0899-1561(1999)11:3(206) ↗
57. Scrap-tyre-rubber replacement for aggregate and filler in concrete10.1016/j.conbuildmat.2008.09.020 ↗
58. Experimental investigation on the properties of concrete containing post-consumer plastic waste as coarse aggregate replacement
59. Mechanical and physical properties and morphology of concrete containing plastic waste as aggregate10.1016/j.conbuildmat.2020.119559 ↗
60. Engineering properties of self-compacting rubberized concrete10.1177/0731684411431356 ↗
61. Use of waste glass as sand in mortar: Part I–Fresh, mechanical and durability properties10.1016/j.cemconcomp.2012.08.028 ↗
62. Workability and mechanical properties of crumb-rubber concrete10.1680/coma.11.00036 ↗
63. Strengths and failure characteristics of self-compacting concrete containing recycled waste glass aggregate
64. Behaviour of concrete incorporating tirederived crumb rubber aggregate
65. Utilization of giad steel slag as partial replacement for coarse aggregates in concrete
66. Sustainable utilization of waste slag aggregates as replacement of coarse aggregates in concrete
67. Effect of recycled concrete coarse aggregate from multiple sources on the hardened properties of concrete with equivalent compressive strength10.1016/j.conbuildmat.2013.05.074 ↗
68. Serpa, D., De Brito, J., & Pontes, J., 2015. Concrete made with recycled glass aggregates: Mechanical performance. ACI Mater. J.[accepted for publication].10.14359/51687366 ↗
69. Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate10.1016/j.conbuildmat.2014.09.102 ↗
70. Recycled Polyethylene Terephthalate (PET) and Rubber Crumb as Replacement to Fine Aggregate
71. Recycled concrete as aggregate for structural concrete production10.3390/su2051204 ↗
72. Stress–strain relationship in axial compression for concrete using recycled saturated coarse aggregate10.1016/j.conbuildmat.2010.11.031 ↗
73. Properties of concrete containing construction and demolition wastes and fly ash10.1061/(ASCE)MT.1943-5533.0000763 ↗
74. Experimental analysis of properties of recycled coarse aggregate (RCA) concrete with mineral additives10.1016/j.conbuildmat.2014.06.032 ↗
75. The combined effects of waste Polyethylene Terephthalate (PET) particles and pozzolanic materials on the properties of self-compacting concrete10.1016/j.jclepro.2015.09.107 ↗
76. Post-heating flexural behavior and durability of hybrid PET–Rubber aggregate concrete10.1016/j.conbuildmat.2020.120359 ↗
77. Evaluation of thermal and structural behavior of concrete containing rubber aggregate10.1007/s13369-014-1294-1 ↗
78. Mechanical and durability performance of concrete incorporating fine recycled concrete and glass aggregates10.1617/s11527-014-0342-3 ↗
79. Mechanical and fracture properties of recycled aggregate concrete in design codes and empirical models10.1002/suco.201800335 ↗
80. Mechanical properties of concrete containing recycled coarse aggregate at and after exposure to elevated temperatures10.1002/suco.201700084 ↗
81. Modulus of elasticity of concrete in design codes and empirical models: analytical study10.1061/(ASCE)SC.1943-5576.0000382 ↗
82. ACI 318–11, Building Code Requirements for Structural Concrete and Commentary, PCA Notes on ACI 318–11: With Design Applications, ACI.
83. AS3600–2009, 2009. Australian Standard for Concrete Structures, 2009. S.A, North Sydney.
84. Concrete Structures Standard. NZS 3101:2006
85. International, Farmington Hills, Mich, 2011. Canadian Standard. C S A. A23.3–04, Design of Concrete Structures, Canadian.
86. Standard Association, 2004. British Standards Institution, Eurocode 2: Design of Concrete Structures: Part1–1: General Rules and Rules for Buildings, British Standards Institution, 2004.
87. Japan Society of Civil Engineers, Standard Specification for Concrete Structure, JSCE, Tokyo, Japan, 2007.
88. Japanese Civil Institute, 2008. Guidelines for Control of Cracking of Mass Concrete 2008, Japan Concrete Institute, 2008.
89. Uncertainty Model of Concrete Elastic Modulus Effect to Critical Reinforced Concrete Buckling Load
90. Biondini, F., & Frangopol, D.M., 2008. Probabilistic limit analysis and lifetime prediction of concrete structures.10.1080/15732470701270157 ↗
91. Prediction of strength parameters of FRP-confined concrete10.1016/j.compositesb.2011.08.043 ↗
92. Predicting residual strength of non-linear ultrasonically evaluated damaged concrete using artificial neural network10.1016/j.conbuildmat.2011.10.038 ↗
93. Developing a novel machine learning method to predict the compressive strength of fly ash concrete in different ages
94. Perspectives on Environmental CO2 Emission and Energy Factor in Cement Industry
95. Potential use of waste tire rubber as aggregate in cement concrete–A comprehensive review10.1016/j.conbuildmat.2019.07.198 ↗
96. Reuse of waste glass as a supplementary binder and aggregate for sustainable cement-based construction materials: a review
97. Experimental investigation of surface modified EOF steel slag as coarse aggregate in concrete
98. Mechanical and durability properties of concrete based on recycled coarse and fine aggregates produced from demolished concrete10.1016/j.conbuildmat.2020.118421 ↗
99. Evaluation of eco-friendly concrete having waste PET as fine aggregates
100. Sustainable selection of the concrete incorporating recycled tire aggregate to be used as medium to low strength material10.1016/j.jclepro.2019.03.197 ↗