2022
DOI: 10.1016/j.cscm.2022.e01144
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Research on engineering properties of cement mortar adding stainless steel reduction slag and pozzolanic materials

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Cited by 9 publications
(12 citation statements)
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“…For the mechanical test part of high-pressure products, bending strength tests were mainly carried out according to CNS 13777, and the test results are shown in Table 6. The results show that when the S/F ratio is 1:1, the dry unit weight is 1.33-1.40 g/cm 3 after drying at 60 • C for 24 h. According to the results of the bending strength test, as the ratio of C/S is 0.35, the proportion of 60% EAF-reducing slag and 40% fly ash shows the best strength, which is 9.97 N/mm 2 . The second is 9.39 N/mm 2 with C/S ratio of 0.35, the proportion of 70% EAF-reducing slag and 30% fly ash.…”
Section: Application Of Inorganic Polymerization Technology To Contro...mentioning
confidence: 97%
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“…For the mechanical test part of high-pressure products, bending strength tests were mainly carried out according to CNS 13777, and the test results are shown in Table 6. The results show that when the S/F ratio is 1:1, the dry unit weight is 1.33-1.40 g/cm 3 after drying at 60 • C for 24 h. According to the results of the bending strength test, as the ratio of C/S is 0.35, the proportion of 60% EAF-reducing slag and 40% fly ash shows the best strength, which is 9.97 N/mm 2 . The second is 9.39 N/mm 2 with C/S ratio of 0.35, the proportion of 70% EAF-reducing slag and 30% fly ash.…”
Section: Application Of Inorganic Polymerization Technology To Contro...mentioning
confidence: 97%
“…For the water absorption, dry unit weights, and water absorption length change rate tests of high-pressure products (fiber-cement boards), the tests are shown in Tables 6 and 7. According to the requirements of CNS13777 cement board, when the dry unit weight is 1.1 g/cm 3 , its water absorption rate and water-absorption length change rate are not required in the specification [12]. The dry unit weight is 1.3 g/cm 3 , the water absorption rate is below 33%, and there is no requirement for the change rate of water absorption length.…”
Section: Application Of Inorganic Polymerization Technology To Contro...mentioning
confidence: 99%
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“…Many researchers have investigated the performance of industrial by-products such as palm oil clinker, bottom ash, corncob ash, steel slag, copper slag, and fine rubber crumb as a fine aggregate in concrete. Some recycled aggregates that perform similar to fine aggregates are recycled glass, recycled brick, recycled concrete, recycled rubber, recycled plastic, and recycled ceramic [21][22][23]. Many new materials have been proposed to replace river sand, which includes quarry dust, manufacturing sand, marble dust, granite dust, crushed sand, and sandstone, all of which are non-sustainable sources.…”
Section: Introductionmentioning
confidence: 99%