Elastic Foundation Beam Analysis on Rigid Pavement and Piles

In this study, the rigid pavement structure and pile foundation were modeled as the foundation of the Winkler elastic beam. for pavement with distribution loads and traffic loads, and variations in support. While for pile foundations with lateral loads. Solution of analytical differential equations...

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Main Authors: Arifin Syamsul, Dolu Anwar, Rivani Agus
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_05005.pdf
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author Arifin Syamsul
Dolu Anwar
Rivani Agus
author_facet Arifin Syamsul
Dolu Anwar
Rivani Agus
author_sort Arifin Syamsul
collection DOAJ
description In this study, the rigid pavement structure and pile foundation were modeled as the foundation of the Winkler elastic beam. for pavement with distribution loads and traffic loads, and variations in support. While for pile foundations with lateral loads. Solution of analytical differential equations with computer applications (CAS) Maple. The aim of this research are : (a). To know whether completion of algebraic computer application can be obtained by analytically method or numerically method, (b). To check whether analytical model is possible to be applied to various loads at any point in the beam or not, (c). Where of the strength or the displacement boundary to be located in the beam during load application, (d). To verify an approach possibility implementation of a simple computer algebra system, (e). To know whether achieved solutions which possible to solve ordinary differential equation (ODE) can be implemented in any mathematical system.
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spelling doaj.art-11fcb1a2a3564cd7b3f946b7c8405f012022-12-21T21:47:37ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013310500510.1051/matecconf/202033105005matecconf_icudr2019_05005Elastic Foundation Beam Analysis on Rigid Pavement and PilesArifin Syamsul0Dolu Anwar1Rivani Agus2Department of Civil Engineering, Tadulako UniversityDepartment of Civil Engineering, Tadulako UniversityDepartment of Civil Engineering, Tadulako UniversityIn this study, the rigid pavement structure and pile foundation were modeled as the foundation of the Winkler elastic beam. for pavement with distribution loads and traffic loads, and variations in support. While for pile foundations with lateral loads. Solution of analytical differential equations with computer applications (CAS) Maple. The aim of this research are : (a). To know whether completion of algebraic computer application can be obtained by analytically method or numerically method, (b). To check whether analytical model is possible to be applied to various loads at any point in the beam or not, (c). Where of the strength or the displacement boundary to be located in the beam during load application, (d). To verify an approach possibility implementation of a simple computer algebra system, (e). To know whether achieved solutions which possible to solve ordinary differential equation (ODE) can be implemented in any mathematical system.https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_05005.pdf
spellingShingle Arifin Syamsul
Dolu Anwar
Rivani Agus
Elastic Foundation Beam Analysis on Rigid Pavement and Piles
MATEC Web of Conferences
title Elastic Foundation Beam Analysis on Rigid Pavement and Piles
title_full Elastic Foundation Beam Analysis on Rigid Pavement and Piles
title_fullStr Elastic Foundation Beam Analysis on Rigid Pavement and Piles
title_full_unstemmed Elastic Foundation Beam Analysis on Rigid Pavement and Piles
title_short Elastic Foundation Beam Analysis on Rigid Pavement and Piles
title_sort elastic foundation beam analysis on rigid pavement and piles
url https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_05005.pdf
work_keys_str_mv AT arifinsyamsul elasticfoundationbeamanalysisonrigidpavementandpiles
AT doluanwar elasticfoundationbeamanalysisonrigidpavementandpiles
AT rivaniagus elasticfoundationbeamanalysisonrigidpavementandpiles