Use of Lime and Saw Dust Ash in Soil Stablization

In the study the suitability ofsaw dust ash (SDA) as filler in asphalt mixture is checked asper IRCand chemical constituents of SDAare determined. The samples are tested

clay soils but a combination of lime and fly ash is beneficial for lower plasticity soils .he also concluded that Swelling Pressure decreased with increase in percentage of

The chart shown the above the plasticity index and liquid limit value for untreated sample indicated that the soil grouped in medium compressible clay but after addition of lime

The main objective of the project is to determine the Compressive Strength and Water absorption of the Fly ash bricks with different percentage of

Nanda (2011) [4] examined the impact of marble dust on strength and durability of rice husk ash stabilized expansive soil and found that addition of marble

Keywords— : Soil stabilization, Lime, Iron dust, Atterberg’s limits, OMC (Optimum Moisture Content), MDD (Maximum Dry

California bearing ratio Test: The California Bearing Ratio tests are conducted on expansive soil, expansive soil+ rice husk ash+ lime mix, expansive soil+ rice husk ash + lime

Laboratory tests were conducted on soil mixed with lime, fly ash and micro silica separately. Table 5 shows the UCS value of soil stabilized with