Abstract: The waste soil sites have a large amount of new nonhomogeneous uncompact soil fills. These soils have the characteristics of low bearing capacity, prone to collapse and sliding. With the increase of the human activities, the appropriate sites for the engineering projects in the urban area becomes more and more demanding. The utilization of the waste soil sites is a viable solution. The slope stability measures that are feasible for the waste soil sites are discussed in the paper.

Key words: slope stability, waste soil site, mechanical stabilized earth wall