Behaviour of Consistency Limit on Stabilized Soil in Effect to Temperature Changes

Soil engineering properties are usually determined in a laboratory setting at room temperature of 270C. Seasonal changes, which is mainly the alteration thermal condition surrounding soil, causes reasonable concern about nature and magnitude changes influences soil properties. The particle size distribution, consistency limit, strength, mineralogy, permeability all accompanied by rise temperature. In clayey soils, as rises, average increases result agglomeration cementation clay particles. this paper, an attempt made to study change directly limit stabilized with Lime Rice husk ash different proportions.