Addition of microsilica improves the mechanical properties of mixtures containing Ca(OH)2 due to the chemical reaction between SiO2 in microsilica and Ca(OH)2 in the composition of prepared mixtures. This study aims to compare the efficiency of different microsilica-based mulches in sand stabilization. Several mixtures were prepared through combining microsilica with clay, lime, gypsum, and cement. Data were analyzed as a factorial experiment based on completely randomized design with treatments including: 1) mulch type: microsilica-clay-lime, microsilica-clay, microsilica-cement, microsilica-lime, microsilica-clay-gypsum, and microsilica-gypsum; 2) thickness: one- and two-layers, and 3) time (7 and 60 days) in 3 replications. Penetration resistance (PR), shear strength (SS), threshold friction velocity (V), and soil loss (SL) were measured. Results revealed that microsilica-clay-lime and microsilica-cement showed the highest PR (6.02 kgcm-2), SS (7.08 and 6.71 Ncm-2, respectively), and V (18.25 and 18.11 ms-1, respectively), and the lowest SL which makes them the most suitable mulches for sand stabilization.