Pezhman Fazeli - Department of civil Engineering, Shahrekord Branch, Islamic Azad University, Shahrekord, Iran

Coefficients of soil loading capacity under the earthquake load always have been studied till now. In all these studies, earthquake load always has been studied in various forms with static-like behavior and has caused to various results. In this study calculated results related to effect of earthquake load on the coefficients of loading capacity of bases have been shown by using the finite parts. Present calculations show that always results obtained from the previous researchers about the effect of earthquake load are for confidence and results of the previous studies show that for as a result of damaging under earthquake load, more critical effects than present study have been produced.

Earthquake load, loading capacity of foundation