.... The analytical and numerical solutions of the undrained load-carrying capacity of shallow foundations are mostly available for single (isolated) foundations, and not feasible for design of the foldable mudmats. The undrained bearing capacity and failure mechanisms of the foldable mudmats depend significantly...

... between the chain and the soil alters the strength characteristics of the clay, and also affect the loading angle at the padeye during pullout. As a result, the bearing capacity of the torpedo anchor is influenced by the movement of the chain. However, existing numerical studies lack a comprehensive...

... the suction bucket foundation is subjected to multidirectional loading, its bearing capacity decreases, and the decrease is influenced by the angle between two different directional loads, the load level, and the relative density of the soil. shared anchor foundations multidirectional load bearing...

... considering the anchor installation effect. offshore helical anchors bearing capacity installation process Proceedings of the ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering OMAE2021 June 21-30, 2021, Virtual, Online OMAE2021-62211 EFFECT OF THE INSTALLATION...

... the surrounding soft soil to produce a continuous accumulation of absolute plastic shear strain, which weakens the shear strength of the soft soil around the foundations. Therefore, the bearing capacities of shallow skirted foundations reduce after the action of cyclic displacements considering soil degradation...

... The undrained uniaxial bearing capacities of skirted footings for offshore structures, namely skirted spudcans, were investigated by means of finite element analysis (FEA). In order to increase the fixity and moment capacity of conventional spudcans, peripheral skirts are fitted to the shallow...

... in this study provided a better understanding of the soil-structure interaction problem with regard to the installation and pull-out resistance of the studied type of foundation focusing on their bearing capacity factors. Offshore-shallow foundation bearing capacity pull-out resistance centrifuge...

... This paper presents a finite element modeling for determination of bearing capacity of a suction caisson subjected to vertical uplift loading. The approach looks at the uplift capacity of the caisson considering a non-uniform cross sectional area to account for a geometry optimization...

... bearing capacity than cylindrical piles of the same length and volume. This is interesting and may be considered for offshore piling since in this situation a large number of piles is routinely used. 24 07 2009 Laboratory experiments tapered piles axial response bearing capacity...

... Combined loading Bearing Capacity Design guidelines method largely due to poor representation of the response to fully combined loading and neglect of the tensile capacity achi parti cond load INTR Fo sign envi later from itsel whe occu prob whic seab undr skirt three-dimensional footing geometries...

... a key role for evaluating bearing response at various penetration depths. By comparing FE results with centrifuge test results, an identical bearing capacity factor of N c = 10.5 is obtained for deeply embedded spudcan. The roughness of the soil-spudcan interface has shown 10% difference in bearing...

... from small strain analysis. This is due to the trapped top layer soil underneath the spudcan, which cannot be simulated in small strain analysis. KEY WORDS: punch-through, spudcan foundation; bearing capacity; layered soil; FE analysis. conical shape above the point is to give a gradual variation...