A three-dimensional numerical analysis of inclined anchors embedded in unreinforced and geogrid-reinforced sand is presented this paper. The pullout forces breakout factors are compared for the reinforced cases. capacity increased when placed below a layer geogrid reinforcement. influence several other parameters, such as stiffness, inclination angle, soil friction embedment ratio, investigated...

The present study compared the performance of soldier pile and concrete bearing pad anchored wall facings. Using Abaqus finite element software, two case studies have been precisely represented for the facing designs and effects of the parameters of soil type, spacing of anchors and facings, surcharge and facing sizes were investigated. The analysis results indicate that the soldier pile method...

Abstract Rapid construction of buildings in urban area is creating lack space available for new construction. This problem enforced to construct building on slope hilly regions. However, the engineers and designers are concerned with stability analysis structures built soil slopes, as it difficult achieve a uniform structural level mountainous terrain. Also, cannot be reduced same forms part ba...