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Large deformation finite element analysis of undrained pile installation

of Computational Mechanic , Vol. 1. Fundamentals , John Wiley & Sons, Ltd., 2004, 413–437, DOI: 10.1002/0470091355.ecm009. [8] H amann T., Q iu G., G rabe J., Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions , Computers and Geotechnics, 2015, 63, 279–290, DOI: 10.1016/j.compgeo.2014.10.006. [9] K omurka V.E., W agner A.B., E dil T.B., A Review of Pile Set-Up , Proc., 51st Annual Geotechnical Engineering Conference, 2003. [10] M absout M.E., T assoulas J.L., A finite

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Numerical Estimation of the Pile Toe and Shaft Unit Resistances During the Installation Process in Sands

References [1] DONEA J., HUERTA A., PONTHOT J.P., RODRÍGUEZ-FERRAN A., Arbitrary Lagrangian-Eulerian methods, Encyclopedia of Computational Mechanics, 2004, DOI: 10.1002/ 0470091355.ecm009. [2] NOH W.F., CEL: a time-dependent, two-space-dimensional, coupled Eulerian-Lagrangian code, [in:] B. Adler, S. Fernbach, M. Rotenberg (eds.), Methods in Computional Physics, Volume 3. Fundamental Methods in Hydrodynamics, AcademicPress, New York, 1964, 117-179. [3] GINGOLD R.A., MONAGHAN J.J., Smoothed particle

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