MATEC Web Conf.
Volume 331, 2020International Conference on Urban Disaster Resilience (ICUDR 2019)
|Number of page(s)||8|
|Section||Sustainable Construction Materials|
|Published online||09 December 2020|
Elastic Foundation Beam Analysis on Rigid Pavement and Piles
Department of Civil Engineering, Tadulako University, Palu, Indonesia
* Corresponding author: firstname.lastname@example.org
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.
© The Authors, published by EDP Sciences, 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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