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- W2184984989 abstract "Stabilization of soil is an old and well known process for improving soils of low load bearing capacity, high moisture content and swelling when sub bases or embankments are to be constructed in areas with weak soil deposit. Among stabilizers, lime and cement are widely used for modifying Atterberg limits, increasing density and CBR (California Bearing Ratio) as well as fly ashes as fly ash according to ASTM D 5239-98. Calcareous fly ashes may contribute to soil stabilization by entering free lime and cementing characteristics into soil. Other geotechnical applications such as face symmetrical or hard fill dam constructions could also be benefited from self-cementing fly ash character. In this paper, fly ash samples of different origin in relation to chemical composition and fineness are tested to determine the calcareous fly ashes influences on soil mechanic and physical characteristics. They are added in two soil samples categorized as CL or SW type at percentages 0, 10, 15 and 20% by mass of the total mixture and the Proctor density, CBR as well as swelling deformation after moist curing are measured. Furthermore, the resistance of the stabilized soil mixture to wet cycling according to relevant test method is estimated by measuring the loss of material after cycling. Based on the results, it seems that calcareous fly ash is an ideal stabilizer improving impressively the characteristics of soil. CBR values are increased from 100 to 200%, swelling is limited and resistance to wet cycling is increased. Taking into account the large volume of soil materials handled in geotechnical work that are mentioned, calcareous fly ash especially of high lime content, seems to be an attractive stabilizer." @default.
- W2184984989 created "2016-06-24" @default.
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- W2184984989 date "2012-01-01" @default.
- W2184984989 modified "2023-09-24" @default.
- W2184984989 title "Use of calcareous fly ash for improving mechanical and physical characteristics of soils" @default.
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