This document summarizes a study that investigated using jute and human hair fibers to stabilize clayey soil. Marine clay was collected from Kerala, India and mixed with varying percentages of chopped jute fibers (0-1.5%) and human hair (0.5-2%) by mass. Standard tests were conducted to evaluate the maximum dry density, optimum moisture content, liquid limit, plastic limit, unconfined compressive strength, and California bearing ratio of the stabilized soils. The results showed that adding jute and hair fibers generally increased the dry density and strength properties while decreasing the moisture content and plasticity of the clayey soil. The highest strength was achieved with a mixture containing 1% jute and 1% hair fibers