2014
DOI: 10.1016/j.matdes.2013.10.084
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Microstructure and mechanical performance of modified mortar using hemp fibres and carbon nanotubes

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Cited by 76 publications
(32 citation statements)
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“…With regard to the considered lengths, this aspect ratio evolves between 1 and 1000. In addition, the hemp fibres exhibit a transverse aspect ratio (ratio between transverse dimensions) of 3.05 ± 0.67 as shown in [28]. The untreated fibres are composed of bundles with a significant amount of surface defects.…”
Section: Experimental Layoutmentioning
confidence: 98%
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“…With regard to the considered lengths, this aspect ratio evolves between 1 and 1000. In addition, the hemp fibres exhibit a transverse aspect ratio (ratio between transverse dimensions) of 3.05 ± 0.67 as shown in [28]. The untreated fibres are composed of bundles with a significant amount of surface defects.…”
Section: Experimental Layoutmentioning
confidence: 98%
“…Soaking of hemp fibres and shives is performed based on a former study showing the beneficial effect of using wet hemp on mechanical performance of modified mortar [28]. Soaking is performed at room temperature for a duration ranging between 15 and 20 min (Fig.…”
Section: Experimental Layoutmentioning
confidence: 99%
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“…The improvement was 11% higher than blended mortar containing 6.0 wt% NMK but the addition of CNTs at amount of 0.1 wt% leads to decreases the compressive strength. Hamzaoui et al [11] used pre-prepared aqueous solutions which contain CNTs at different amounts of 0.01, 0.02, 0.03, 0.04, 0.05 and 0.06 wt% of cement. The authors concluded that the mortar nanocomposites reinforced with CNTs at an amount of 0.01 wt% exhibit a 29% and 21% increase in flexural strength and compressive strength, respectively.…”
Section: Introductionmentioning
confidence: 99%