Unconfined Compressive Strength Characteristics of Treated Peat Soil with Cement and Basalt Fibre

So far many studies have focused on the mechanical behavior of fibre reinforced soils and stabilized with conventional chemical stabilizers such as cement lime; however, very limited researches were conducted unconfined compressive strength characteristics peat soils. Fibre-reinforcement a soil resulted in significant improvement ductility weak or soft The main objective current study is considering effects content, length curing time (UCS) soil. finds that adding basalt causes remarkable increase UCS values value cement-stabilized sample observed significantly more than fibre-reinforced ones. However, fibers showed ductile compared to cement. results combined inclusions was caused by each them, individually.