Abstract:
Dynamic interaction analysis of an end bearing pile
and soil has been analyzed using Boundary Element
Method coupled with the Finite Element Method. The
system considered is an end bearing single pile
embeded in soil laying on a bed rock. The bedrock is
considered as a rigid material. The system is subjected
to upward propagating harmonic shear wave. The
displacement of the pile has to be found. The pile is
modelled using finite elements and the soil is modelled
with boundary element. In this analysis, the domain of
integration assumes that the pile surface is a plane. A
computer program using FORTRAN is developed for
the purpose of this study. A parametric study is made
in this study . The parameter is nondimensional
frequency, slenderness ratio and ratio modulus of
elasticity. Conclussions of this study is the ratio of pile
length to wave length determined the respons of the
pile.
Description:
Makalah dipresentasikan pada First International Conference on Computational Intelligence, Communication Systems and Network. Indore, India. 23-25 July 2009