Abstract:
Aggregate crushing industry is candle of all construction projects. Crushed stone Dust is
material obtained from aggregate crushing industries. Use of such stone dust materials creates
lots of problems in environment and public due to excess storage and dust nusance. Considering
this aspect an experimental study was conducted on expansive soil by mixing it with locally
available crushed stone dust. This paper reflects the visionary light on the suitability of crusher
dust as soil stabilizer for use in pavement construction. The role of crusher dust in improving the
characteristics of expansive sub grade material is analysed. The amount of cost savings for a
pavement when it is stabilized with crusher dust is also studied.
In order to realize the desiered objective a purposive sampling techniques wich is non
probability method was adopted. Inorder to collect disturbed soil sample at depth of 1.5m at
Ginjo kebele around Honey land hotel and a crushed stone dust from aggregate production area
for the preparation of different lab tests.
The lab work involves sieve analysis along the consistence test to classify the soil samples. The
prelemenary inveastigation of the soil shows that it belongs to A-7-5 class of soil in AASHTO &
CH in USCS. Soil under this class was poor for sub grade constraction. Atterberg
limit,compuction and CBR test were used to evaluate the properties of stabilized soil. The soil
stablezed with the crushed stone dust in stepped constraction of 0,5,10,15,20,25,30,35,40,45 &
50 % by dry weight of soil. The analysis of the result shows the addition of crushered stone dust
improve the geotechnical properties of soil. The addition of crushed stone dust reduces
PI,Swelling and the optimum moisture content with an increase in MDD& CBR with an increase
of crushed stone dust.A considerable amount of cost savings is also possible when the expansive
clay soil is stabilized with crusher dust
