Abstarct: Due to the ever-increasing growth of the construction industry and the need for structures resistant to static and dynamic loads, accurate evaluation of the reliability of stone foundations as basic elements in structural calculations has become very important. This research has been studied and evaluated in order to determine the bearing capacity of stone foundations using analytical methods and reliability evaluation. In this research, the data were randomly selected and analyzed in detail under different conditions and evaluated using basic techniques. Then, the results obtained from the reliability analysis in order to determine the bearing capacity of stone foundations for the Mohr-Coulomb and Hooke-Brown rupture criteria and with the FORM and SORM methods are examined and compared. It can be seen carefully in the calculations, in the conditions where the reliability is equal to 4 in which the structures are stable, the corresponding safety factor can be 1.5 and 1.6 according to two criteria and two methods of calculating the capability index. Be assured. This reduction can be beneficial for the project in terms of safety, economy and time. Hempenin, the accuracy of calculations using the Hook-Brown criterion and the SORM method is slightly higher than the Mohr-Coulomb criterion and the FORM method.