Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment

Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment

A method is presented for analyzing a combined pile foundation with inclined piles exposed to combined horizontal load and bending moment. A contact Winkler model was used, in the form of a multi-layer subgrade in which the subgrade reaction coefficient is constant within each layer. The nonlinearit...

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Veröffentlicht in:Soil mechanics and foundation engineering 2015-09, Vol.52 (4), p.225-231
1. Verfasser: Gotman, A. L.
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Civil Engineering
Design
Earth and Environmental Science
Earth Sciences
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
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container_title Soil mechanics and foundation engineering
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creator Gotman, A. L.
description A method is presented for analyzing a combined pile foundation with inclined piles exposed to combined horizontal load and bending moment. A contact Winkler model was used, in the form of a multi-layer subgrade in which the subgrade reaction coefficient is constant within each layer. The nonlinearity of subgrade deformation and the piling material was taken into account. Analysis data are compared to experimental data.
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subjects Civil Engineering
Design
Earth and Environmental Science
Earth Sciences
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
title Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment
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