Effect of Initial Moisture Content on Unconfined Compressive Strength of Cemented-Fiber-Clay

Compressive strength of soil is an important measure in geotechnical engineering. On the other hand, stabilization of soils has been critical these days due to existence of by-product and recycled materials. This study aims to evaluate effect of initial moisture content (IM) in UCS values. The mixture was prepared as combination of cement and clay and fiber. The percentage of fiber was varied from 5% to 15%. The IM had significant effect on UCS values.