The soil of land-sliding occurred in Chin-Que-Shih district can be classified as a deposit layer of land-side. Through the field investigation, boring, sampling and two-dimensional shear test, the soil strength parameters can be obtained. To analize the slope stability by pseudo- static and dynamic slice methods, we can determine the sliding surface. The results are correspond to those of site investigation. The dynamic angle of friction-∫_d is equal to 13~18 times of the static angle of friction -∫_s. These parameters may serve as references for slope stability design.