2017
DOI: 10.1061/(asce)mt.1943-5533.0001806
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Developing Low-Cost Activators for Alkali-Activated Phosphorus Slag-Based Binders

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Cited by 16 publications
(9 citation statements)
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“…Analysis of crushed mortars by DTA (see Fig.6) shows that almost no C-S-H or Ca(OH) 2 was found in the extremely low SAI mortars, which confirms that the low strength was caused by inhibited cement hydration. For the EDTMP extracted ISSA, the large amounts of phosphorus (see Table 3) may be partly responsible for the significant decrease in SAI (Takahashi et al, 2001;Maghsoodloorad and Allahverdi, 2017). But the reason for the citric acid extracted ISSA needs to be further studied.…”
Section: Pozzolanic Activitymentioning
confidence: 98%
“…Analysis of crushed mortars by DTA (see Fig.6) shows that almost no C-S-H or Ca(OH) 2 was found in the extremely low SAI mortars, which confirms that the low strength was caused by inhibited cement hydration. For the EDTMP extracted ISSA, the large amounts of phosphorus (see Table 3) may be partly responsible for the significant decrease in SAI (Takahashi et al, 2001;Maghsoodloorad and Allahverdi, 2017). But the reason for the citric acid extracted ISSA needs to be further studied.…”
Section: Pozzolanic Activitymentioning
confidence: 98%
“…These materials are also known for their high costs, caustic alkalis, high shrinkage and fast setting [12][13][14][15][16][17][18]. On the other hand, medium alkaline activators such as sodium carbonate (Na2CO3, SC) can provide AAS mixes with lower environmental impacts, while presenting a more economical and less caustic solution with a lower shrinkage [19,20]. However, despite its promising environmental and mechanical performance, the use of SC has not been widely implemented in AAS systems, partially due to the long setting time and low mechanical performance it results in [11,21].…”
Section: Introductionmentioning
confidence: 99%
“…To investigate the underground environmental impact of P, F, and heavy metals in CPB, the horizontal oscillating method (HJ 557-2010) (HVM) was used to investigate the dynamic leaching S10 6 3 0 66 S11 6 4 0 66 S12 6 5 0 66 S13 8 3 0 66 S14 10 3 0 66 S15 14 3 0 66 S16 4 3 0 69 S17 6 3 0 69 S18 8 3 0 69 S19 10 3 0 69 S20 14 3 0 69 S21 4 3 5 69 S22 6 3 5 69 S23 8 3 5 69 S24 10 3 5 69 * e quicklime and cement were added according to the HPG quality. 4 Advances in Materials Science and Engineering behavior of original HPG, PS, and specimens cured for 28 days with the recommended parameters [41]. en, the results were compared with Categories III and IV water quality standards of the Chinese Groundwater Quality Standard (DZ/T 0290-2015).…”
Section: Dynamic Leachability Testsmentioning
confidence: 99%
“…In contrast, HPG is mainly composed of CaSO 4 • 0.5H 2 O, which presents better self-gelling properties during CaSO 4 • 0.5H 2 O conversion to CaSO 4 • 2H 2 O [3]. Phosphorus slag (PS) is also a by-product of yellow phosphor production via the electric furnace method and is mainly composed of CaSiO 3 , which contains active SiO 2 and Al 2 O 3 and has weak gelling properties [4,5]. Besides, PG and PS contain a small amount of harmful impurities such as phosphorus, fluorine, and heavy metals, which limit its comprehensive utilization [1,6,7].…”
Section: Introductionmentioning
confidence: 98%
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