Effect of downdrag on floating and end bearing piles
MS Morsy - Proceedings of the 5th International Young …, 2013 - ebooks.iospress.nl
Negative skin friction is a long term, and nonlinear time dependent problem which cannot be
investigated only through field measurements. Numerical analysis using finite element
method provides a powerful tool that enables more detailed study of negative skin friction on
piles in soft clay. In this paper, an axisymmetric finite element model was used to analyze the
pile-soil interaction problem of negative skin friction. The soft clay was simulated by the
double hardening model, and the pile was represented by a plate element. An extensive …
investigated only through field measurements. Numerical analysis using finite element
method provides a powerful tool that enables more detailed study of negative skin friction on
piles in soft clay. In this paper, an axisymmetric finite element model was used to analyze the
pile-soil interaction problem of negative skin friction. The soft clay was simulated by the
double hardening model, and the pile was represented by a plate element. An extensive …
[PDF][PDF] EFFECT OF DOWNDRAG ON FLOATING AND END BEARING PILES
EDEFNSUR PIEUX, FET PIEUX, PEN POINTE - academia.edu
Negative skin friction is a long term, and nonlinear time dependent problem which cannot be
investigated only through field measurements. Numerical analysis using finite element
method provides a powerful tool that enables more detailed study of negative skin friction on
piles in soft clay. In this paper, an axisymmetric finite element model was used to analyze the
pile-soil interaction problem of negative skin friction. The soft clay was simulated by the
double hardening model, and the pile was represented by a plate element. An extensive …
investigated only through field measurements. Numerical analysis using finite element
method provides a powerful tool that enables more detailed study of negative skin friction on
piles in soft clay. In this paper, an axisymmetric finite element model was used to analyze the
pile-soil interaction problem of negative skin friction. The soft clay was simulated by the
double hardening model, and the pile was represented by a plate element. An extensive …
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