The plantation and application of vetiver grass in soil and water conservation and environmental aspects have been extensively promoted to Third World countries by United Nations since 1986. In addition to integrating the relevant applications of vetiver grass on various engineering aspects, this research carried out a series of stability analysis and parametric study on a full scale vegetated slope using vetiver grass. The analysis attempts to quantify the reinforcement effect of root system of vetiver grass on slope with various inclination angles. According to the numerical results, the development of potential sliding surface of vegetated slope is significantly dependent on the penetration depth of root system of vetiver grass. The potential sliding surface frequently slices beneath the reinforced zone of root system and this is due to the high shear resistance of root material of vetiver grass. Meanwhile, the root system is capable of restraining the occurrence of potential sliding surface and which alternately drives the sliding surface to the deeper soil stratum. Moreover, as the time elapsed, the growth of root system of vetiver grass can deeply penetrate the underlain soil layer and effectively increase the stability of hill slope.