Use of Polyethylene and Cement Material Is for Strengthening of Soil

The purpose of this dissertation is to determine the CBR value and the unconfined compressive strength value of soils when they are stabilised using polymer and cement. The stabilization of Soil has frequently been used as an alternative to sub-statute material shortage on site. The usage of non-traditional compounds for the improvement of soil is practised every day. During this investigation, a particular lab try was carried out to access the impact of a polymer which is water borne of an unconfined pressure quality on a sandy soil and California Bearing Ratio (CBR) test on clayey soil. Various tests were performed which includes the size of grain of sandy soil, unit weight of the soil, and unconfined compressive equality test of the soil. The sand along with different quantities of polymer (2, 3, and 4%) and concrete (20, 30, and 40%) were blended together with every one of them into the mixture by hand blending in the research centre conditions. The samples were then exposed to an unconfined pressure test to decide their quality and then following 7 days of restoration. The results of the tests concluded that the waterborne polymer improved the unconfined pressure quality of sandy soils fundamentally which has a tendency of liquefactions. The polymer altered and enhanced the building properties of soil via physical holding. The quantity of polymer which is required to enhance the engineering properties, was directly associated with the soil particle coating thickness and the specific surface. The soils modified using polymer are less strengthened compared to soils modified using cement.