EVALUATION OF ASPECTS OF LANDFILL STABILITY THAT EFECTED BY EARTHQUAKE

Mankind always produce dump with different methods. Increasing of the people in the world, cause to producing of the dump increased. Sanitary burial is a good and trusted method for propulsion of city dump. Today this method used in many countries for propulsion of city dump. Also sanitary burial is a cheap method for solving dump problem. If sanitary burial was built without engineering standard, that cause to many risk for nature. Also today height of landfills had increased, that cause to capacity of landfills increased. For this reason, stability of huge landfill in static and dynamic condition is very important. In this paper, available method for nomination of dump resistance properties has been evaluated and then critical state in landfill stability has been mentioned. For achieve this goal, different proposed method for stability analyses in static condition has been evaluated. Then, dynamic stability analyses in landfills have been investigated.