This document summarizes a study on the engineering behavior of fiber-reinforced soil. Specifically, it investigates how adding polypropylene fibers to locally available soil affects the soil's California Bearing Ratio (CBR), shear strength parameters from direct shear tests, and unconfined compressive strength. The tests found that including fibers up to an optimum content of 0.4-0.6% increased the CBR, shear strength, and unconfined compressive strength of the soil. The maximum increases were 1.45 times higher CBR, 2.5 times higher unconfined compressive strength, and higher shear strength parameters compared to unreinforced soil. In conclusion, adding a small amount of fibers can