Bended Pile and the Layered Subsoil

Lubomir Prekop

doi:10.4028/www.scientific.net/AMM.769.61

Paper Titles

Elastic Critical Force for Torsional-Flexural Buckling of Metal Members with Mono-Symmetric Cross-Sections
p.36

Effect of a Bending Stiffness on the Load-Displacement Path of Von Mises Truss
p.43

Elastic Buckling and Post-Buckling of Von Mises Planar Trusses
p.49

Comparison of Analytical and FEM Solutions of the Contact Tasks of Foundation - Subsoil Interaction
p.55

Bended Pile and the Layered Subsoil
p.61

Effect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame Structure
p.65

Static Analysis of Load-Bearing Structure of a Transparent Roof
p.69

Design Optimization and Modal Analysis of 3-D Lattice Plate
p.77

Foundation Plate Optimization
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Bended Pile and the Layered Subsoil

Bended Pile and the Layered Subsoil

Abstract:

This paper presents an analysis of a pile loaded in its head by a horizontal force. The pile crosses subsoil layers of a low bearing capacity and the bearing gravel layer below it. Further an analysis of displacements and internal forces of a bended pile in interaction with the layered subsoil, having various physical properties, is performed.

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Periodical:

Applied Mechanics and Materials (Volume 769)

Pages:

61-64

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.769.61

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Online since:

June 2015

Authors:

Lubomir Prekop

Keywords:

3D Structural Model, Contact, Elastic Subgrade, Interaction, Sheeting Structure

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