2014
DOI: 10.3311/ppci.7239
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Soil Modification by the Application of Steel Slag

Abstract: This paper provides experimental insights on the modification of a soil using electric arc furnace (EAF)

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Cited by 74 publications
(31 citation statements)
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“…Specific gravity, Atterberg limits, compaction, unsoaked and soaked CBR, unconfined compression and permeability tests were conducted on the natural (0% WMF content) and treated (2%, 6% and 10% WMF contents) soil samples, respectively. Each of these tests was carried out in triplicate (Akinwumi 2014c) and their mean values determined. The tests were conducted according to the procedures outlined in BSI (1990a;1990b).…”
Section: Experimental Workmentioning
confidence: 99%
“…Specific gravity, Atterberg limits, compaction, unsoaked and soaked CBR, unconfined compression and permeability tests were conducted on the natural (0% WMF content) and treated (2%, 6% and 10% WMF contents) soil samples, respectively. Each of these tests was carried out in triplicate (Akinwumi 2014c) and their mean values determined. The tests were conducted according to the procedures outlined in BSI (1990a;1990b).…”
Section: Experimental Workmentioning
confidence: 99%
“…Such a uniform size of steel slag could help the mixing of granules in the experiment. In order to know the constituents of the EAFO steel slag, chemical experiments are performed to analyze the EAFO steel slag composition [26]. Detailed information is provided in Table 1.…”
Section: Direct Shear Test and The Optimum Moisture Content 31 Constmentioning
confidence: 99%
“…The predominance of silica in the soil suggests that this soil was formed from laterite on an acidic rock and that it contains some quartz (Akinwumi, 2014).…”
Section: Materials Characterisationmentioning
confidence: 99%
“…Therefore, the stabilized-contaminated soil requires less water to reach optimum (Akinwumi, 2014). The higher specific gravity of cement (typically 3.15), compared with that of the contaminated soil (2.51), is responsible for increasing maximum dry unit weight of the stabilizedcontaminated soil as its cement content increases.…”
Section: Effects Of Stabilisation Of the Crude-oil Contaminated Soil mentioning
confidence: 99%