This paper presents the bearing capacity determination of strip footing placed on sand underlain by clay and subjected to inclined loading. The equation is derived within framework limit equilibrium following projected area approach. inclinations load spread were selected performing an additional finite element analysis. A parametric study was conducted highlight effect various input parameters...

Purpose.Increasing the load-bearing capacity of metal arch supports used to maintain mine workings due strengthening in places with highest bending moment. Methods. The stress-strain state rock mass and support is analyzed using ANSYS software package. problem studied three variants: a without strengtheners, one strengthener area maximum moment, strengtheners areas moments. To determine moments...