2014
DOI: 10.1590/s1516-14392014005000058
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Increasing the compressive strength of Portland cement concrete using flat glass powder

Abstract: This paper analyzes the compressive strength of Portland cement concrete in response to the incorporation of 5%, 10% and 20% of flat glass powder in place of sand, at w/c (water/cement) ratios of 0.50, 0.55 and 0.58. A statistical analysis of variance (ANOVA) was performed after 7, 14 and 28 days of curing. The compressive strength test results indicate that the concrete containing a w/c ratio of 0.50 can be used for structural applications, regardless of the waste glass content, as can that with a w/c ratio o… Show more

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Cited by 18 publications
(9 citation statements)
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“…Thus, these clays can be considered to be pozzolanic materials in accordance with the NBR 12653 7 standard. For glass powder usage in partial replacement of the fine aggregate in cement composites, the results show that the increase in the compressive strength is a characteristic of materials with a good pozzolanic index 8 . In particular, red clay calcined at 680 to 840 °C presented pozzolanic behaviour in the pozzolanic activity index test.…”
Section: Resultsmentioning
confidence: 97%
“…Thus, these clays can be considered to be pozzolanic materials in accordance with the NBR 12653 7 standard. For glass powder usage in partial replacement of the fine aggregate in cement composites, the results show that the increase in the compressive strength is a characteristic of materials with a good pozzolanic index 8 . In particular, red clay calcined at 680 to 840 °C presented pozzolanic behaviour in the pozzolanic activity index test.…”
Section: Resultsmentioning
confidence: 97%
“…Waste materials such as fly ash, copper slag, quarry dust, tyre rubber, granite saw dust, steel slag, crushed clay brick powder, China Clay industrial Waste (CCW), etc. resemble the ingredients of concrete, as has been depicted in previous studies [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19]. The strength of concrete containing 20 % of Saw Dust Ash ( SDA) was determined after 50 days of curing time [1].…”
Section: Introductionmentioning
confidence: 99%
“…Replacement of fine aggregate by waste glass is considered optimum when up to 20 % of waste glass is added. But this inclusion of waste glass as aggregate tends to decrease workability of concrete considerably [14]. Steel slag (0.7 %) with cement (0.2 %) can be used in stabilization mixes for construction of base courses of pavement structures [15].…”
Section: Introductionmentioning
confidence: 99%
“…Considering that soda-lime glass is a non-crystalline ceramic material, and that more than 95% of glass is made from silicon dioxide, sodium oxide and calcium, its addition to cement is interesting from a technical point of view. Research into the use of glass residue in cement has evaluated its use as an aggregate [7][8][9] or as pozzolanic material [10][11][12] . However, the possibility of an alkali-silica reaction is an aggravating factor for its use 12,13 .…”
Section: Introductionmentioning
confidence: 99%