Experimental Study of Addition of Plastic Waste (PET) to the Shear Strength of Clay Soil

Soil is a very important element in the success of development project and part foundation used. Therefore, stable soil needed to obtain required bearing capacity. Such as clay has characteristics low capacity large shrinkage. This study aims determine increase value shear strength with stabilization PET plastic waste. The purpose this see variations amount waste 0%, 3.5%, 4%, 4.5%. Method used SNI 3420:2016 for test. As result, addition shredded can soil.The increased at percentage 3.5% 0.5663 kg/cm2 original test, was 0.5271 kg/cm2, an 7.43%. conclusion that there stabilized by variation waste,