2015
DOI: 10.1007/s12541-015-0331-7
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Properties of different particle size of recycled TFT-LCD waste glass powder as a cement concrete binder

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Cited by 26 publications
(10 citation statements)
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“…This was attributed to the low workability, as the fine glass particles necessitated larger demand of water during the synthesis of mortar. The larger amount of water caused low compactness and high porosity of the produced cement mortars (Jang et al, 2015). A similar behavior was observed by Rashad (2015), who found that glass particles in the size range 5-2.36 mm increased the workability of fresh mortar, though, finer particles (1.18-0.6 mm) relatively decreased workability.…”
Section: Physical Properties Of Cement Mortarssupporting
confidence: 78%
“…This was attributed to the low workability, as the fine glass particles necessitated larger demand of water during the synthesis of mortar. The larger amount of water caused low compactness and high porosity of the produced cement mortars (Jang et al, 2015). A similar behavior was observed by Rashad (2015), who found that glass particles in the size range 5-2.36 mm increased the workability of fresh mortar, though, finer particles (1.18-0.6 mm) relatively decreased workability.…”
Section: Physical Properties Of Cement Mortarssupporting
confidence: 78%
“…This large fragment is mainly from the angular flaky particles within a broad range of particle size after ball milling. 30 The SEM image of MAS after alkali treatment with Na 2 CO 3 at 1000 °C is given in Figure 1b, which shows many roughly small particles with a multilayered assembly. The particle size of MAS, produced after the alkali and heat treatment, is in the range of 0.2–9.0 μm.…”
Section: Resultsmentioning
confidence: 99%
“…Taha and Nounu conclude that adding glass by (5,10,15,20)% of cement achieved high compressive strength, low heat of hydration and increased initial and final setting time of concrete. Meena (2012) studied the waste glass powder as pozzolanic material in concrete, the percentage of replacement cement by (15, 30)% of glass powder on laboratory tests were normal consistency, compressive strength test and capillary absorption test were conducted (Jang, 2015). The result indicated that glass powder replacement produces higher strength.…”
Section: Addition Of Waste Glass As a Partial Replacement Of Cementmentioning
confidence: 99%