2020
DOI: 10.1016/j.cemconcomp.2019.103420
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Mechanical and durability performance of mortars with fine recycled concrete aggregates and reactive magnesium oxide as partial cement replacement

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Cited by 101 publications
(62 citation statements)
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“…Much finer particles were seen in WGCS than in RCS. XRD patterns of RCS and WGCS are shown in Figure 3 , where the main phases in CS were portlandite (Ca(OH) 2 , International Centre for Diffraction Data (ICDD) # 04-0733) and calcite (CaCO 3 , ICDD # 05-0586) [ 42 ]. Moreover, after the wet grinding treatment, the peak density of portlandite was decreased and one possible reason for this was that, during the grinding process, the crystal structure of portlandite was altered by the mechanical grinding forces [ 43 ].…”
Section: Methodsmentioning
confidence: 99%
“…Much finer particles were seen in WGCS than in RCS. XRD patterns of RCS and WGCS are shown in Figure 3 , where the main phases in CS were portlandite (Ca(OH) 2 , International Centre for Diffraction Data (ICDD) # 04-0733) and calcite (CaCO 3 , ICDD # 05-0586) [ 42 ]. Moreover, after the wet grinding treatment, the peak density of portlandite was decreased and one possible reason for this was that, during the grinding process, the crystal structure of portlandite was altered by the mechanical grinding forces [ 43 ].…”
Section: Methodsmentioning
confidence: 99%
“…The increase in water/binder ratio is the main reason for the decrease in dynamic modulus of elasticity of the mortars with these three types of MgO. Gonçalves et al [26] also concluded that the decrease in this property is most likely due to the need to add more water to obtain equivalent workability levels. In Figure 8b, as suggested by Yedra et al [40], it is possible to observe the relationship between the compressive strength and the dynamic modulus of elasticity of the mortars produced in this research.…”
Section: Dynamic Modulus Of Elasticitymentioning
confidence: 97%
“…Regarding flexural strength, Gonçalves et al [ 26 ] obtained decreases of between 27% and 30% in mortars, with MgO contents of up to 20%. In turn, Moradpour et al [ 23 ] studied the influence on flexural strength of the incorporation of nano-MgO in mortars at various contents (up to 5%) and carried out the test at different ages (between 7 days and 90 days).…”
Section: Introductionmentioning
confidence: 99%
“…Currently, many scholars have done some research on material substitution for cement so as to improve sustainability [88,89]. Gonçalves et al (2020) used the recycled concrete aggregate and reactive magnesium oxide to replace the cement material, which can promote the mechanical and environmental performance.…”
Section: Recycling Materials Replacementmentioning
confidence: 99%