EXPERIMENTAL, ANALYTICAL AND THEORETICAL SLOPE STABILITY ANALYSIS WITH DIFFERENT MATERIALS AND METHODS

slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. this paper deals with evaluation of slope stability. it is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. result revealed that mixed soil characteristics could resist sufficient for static force based on appearing acceptable safe bearing capacity and for evaluation of shear stressstrain slope when is under seismic force using shaking table along with the theoretical and analytical methods provided concrete evidence for slope design at any part of slope.