2019
DOI: 10.3390/su11247194
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Strength, Carbon Footprint and Cost Considerations of Mortar Blends with High Volume Ground Granulated Blast Furnace Slag

Abstract: Ground granulated blast furnace slag (GGBFS) is a by-product obtained from the iron making process and has suitable properties to be utilized as high volume cement replacement to produce sustainable concrete. This study focuses on investigating the influence of GGBFS replacement level (0%–70%) and water/binder ratio (0.45 and 0.65) on the performance of cement mortar blends. In order to characterize the engineering performance, the compressive strength of the mortar blends was evaluated. Whereas to ascertain t… Show more

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Cited by 40 publications
(19 citation statements)
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“…Therefore, high volume SCM-based blends had a lower amount of hydration products, and this resulted in compressive strength values, which were lower than those of the reference blends at the age of 28 days. Similar observations were noted by Onn et al [48]. The main contributing factor in the strength decrease was the dilution effect, i.e., lower initial hydraulic reactivity, as SCMs hydrate at a slower rate compared to cement.…”
Section: Compressive Strength Of Hardened Mortar and Achieved Classsupporting
confidence: 87%
“…Therefore, high volume SCM-based blends had a lower amount of hydration products, and this resulted in compressive strength values, which were lower than those of the reference blends at the age of 28 days. Similar observations were noted by Onn et al [48]. The main contributing factor in the strength decrease was the dilution effect, i.e., lower initial hydraulic reactivity, as SCMs hydrate at a slower rate compared to cement.…”
Section: Compressive Strength Of Hardened Mortar and Achieved Classsupporting
confidence: 87%
“…The above discussions on compressive strength reveal that the GGBS and M-sand substitution in self-compacting concrete not only helps in reducing carbon dioxide emission into the environment but also increases the strength of self-compacting concrete. The Life Cycle Impact Assessment (LICA) Analysis of High volume GGBS has been carried out by Chiu et al which suggests that the higher cement replacement level with GGBFS will give a better compressive strength/carbon footprint ratio [20].…”
Section: Compressive Strengthmentioning
confidence: 99%
“…• The material cost for concrete mixtures of 30% BFS is RM177.72 /m 3 (Onn et al 2019). The total cost is RM293.14, including labour and plant and machinery.…”
Section: General Boundaries and Limitationsmentioning
confidence: 99%