Clayey soils in Syria cover a total area of more than 20,000 km~2 of the country,most of which are located in the southwestern region.In many places of the country,the clayey soils caused severe damage to infrastructures.Extensive studies have been carried out on the stabilization of clayey soils using lime.Syria is rich in both lime and natural pozzolana.However,few works have been conducted to investigate the influence of adding natural pozzolana on the geotechnical properties of lime-treated clayey soils.The aim of this paper is to understand the effect of adding natural pozzolana on some geotechnical properties of lime-stabilized clayey soils.Natural pozzolana and lime are added to soil within the range of 0%-20% and 0%-8%,respectively.Consistency,compaction,California bearing ratio(CBR) and linear shrinkage properties are particularly investigated.The test results show that the investigated properties of limetreated clayey soils can be considerably enhanced when the natural pozzolana is added as a stabilizing agent.Analysis results of scanning electron microscopy(SEM) and energy-dispersive X-ray spectroscopy(EDX) show significant changes in the microstructure of the treated clayey soil.A better flocculation of clayey particles and further formation of cementing materials in the natural pozzolanalime-treated clayey soil are clearly observed. Clayey soils in Syria cover a total area of ​​more than 20,000 km ~ 2 of the country, most of which are located in the southwestern region. Many places of the country, the clayey soils caused severe damage to infrastructures. Extensive studies have been carried out on the stabilization of clayey soils using lime. Syria is rich in both lime and natural pozzolana. However, few works have been conducted to investigate the influence of adding natural pozzolana on the geotechnical properties of lime-treated clayey soils. paper is to understand the effect of adding natural pozzolana on some geotechnical properties of lime-stabilized clayey soils. Natural pozzolana and lime are added to soil within the range of 0% -20% and 0% -8%, respectively.Consistency, compaction , California bearing ratio (CBR) and linear shrinkage properties are particularly investigated. The test results show that the investigated properties of limetreated clayey soils can be considerably enhanced when the natural pozzol ana is added as a stabilizing agent. Analysis results of scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDX) show significant changes in the microstructure of the treated clayey soil. A better flocculation of clayey particles and further formation of cementing materials in the natural pozzolanalime-treated clayey soil are clearly observed.