... deflections of piles at the ground level using the MC material model with design parameters as detailed in Tables 1 and 2 were found to be 7.35 and 4.59 mm, respectively, for pile 1 (Figure 4) and pile 2 (Figure 5). Figure 3 Three-dimensional model of numerical analysis (pile 2) Table 1...

..., particularly if the structure is on sandy soil. To deal with these problems, solutions have been proposed, one of which is the use of skirted foundations. In this method, walls skirt the surface foundation and are buried deep in the soil. In this study, numerical analysis, taking into account the parameters...

... of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. batter pile experiment load-carrying capacity loads & loading numerical analysis oblique uplift load piles & piling soil...

... approaches predict more accurately the lateral load behaviour of piles. geotechnical engineering hardening soil small-strain model lateral load non-linear analysis numerical analysis socketed pile soils & ground conditions Three-dimensional (3D) finite-element analysis (Figure 2...