Experimental study of the effects of geogrids on elasticity modulus
A major shortcoming of lime is that it increases the soil brittleness. Thus, the aim of this research is to study the effect of lime along with geogrids on unconfined compressive strength (UCS) and modulus of elasticity (E s) of the stabilized soil. Atterberg limits, XRF, and pH tests were performed to determine the optimal percentage of lime.