Evalution of Soil – Lime Treated Clay- Behaviour by Water Suction Measurements
published by Damascus University
in 2000
in
and research's language is
العربية
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Abstract in English
Through the soil stabilization we follow improvement of the physical
properties of the soil by adding chemical binding materials. This paper deals
with the treatment of soil samples collected from four locations in the south of
Syria, that would be used in irrigation canals basement . The binding
material used for the soil treatment is quicklime (CaO). After different
treatments the soil samples have a different behaviour after addition of Lime in
the same percent which reflects their ability to be stabilized.
References used
Croney, D., Coleman, J.D., ١٩٥٤, Soil Structure in relation to Soil Suction (PF
Marks, D., Haliburaton, A., ١٩٧٢, Acceleration of Lime-Clay relations with salt. Journal of the Soil Mechanics and Foundations Division. Proceedings of the American Society of Civil Engineers
Mitchell, A. R., ١٩٩١, Soil Surface Shrinkage to estimate Profile Soil Water. Irrig.Sci