The present invention relates to a slope stabilization structure of a waste landfill. More specifically, the slope of the excavated slope is freely formed regardless of the soil conditions for all soils to be excavated, thereby securing landfill capacity by forming a slope gradient like bedrock. The present invention relates to a slope stabilization structure of a waste landfill that increases the efficiency of the land and has a drainage structure to achieve slope stabilization at the same time. The present invention relates to a slope stabilization structure of a waste landfill, which has a certain depth. It is characterized by forming a stepped layer on the excavated slope after excavating to have a slope with a slope, and forming a soil stabilization layer to have a certain thickness on the slope where the stepped layer is formed.
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