Geological situations, encompassing rock properties so as to ascertain the geotechnical The hyperbolic tension-strain design of Hardin and Drnevich (1972)and the empirical equation proposed by Tezcan et al. (2006)have been utilized to predict the allowable bearing capability. Results confirmed that, the average variances in between the allowable bearing capability of https://ernies665xfl5.jts-blog.com/profile