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Analisa Tegangan, Regangan Dan Deformasi Pada Perkerasan Konvensional Dan Perkerasan Porus

Authors :
Mukhammad Mukhlis
Ludfi Djakfar
Harimurti Harimurti
Source :
Rekayasa Sipil, Vol 11, Iss 3, Pp 203-210 (2018)
Publication Year :
2018
Publisher :
University of Brawijaya, 2018.

Abstract

In Indonesia generally use conventional flexible pavement, where the ability to pass water is not good. One prevention effort is using porous flexible pavement. To determine the effect of stress, strain, and deformation on porous and conventional pavement, a semi-field pavement study was conducted and focused on improving track performance. Semi-field scale is an analytical method that using a certain scale that can represent the actual conditions that occur in the field, both on the load, material, and thickness. From the measurement results, the value of stress and strain increased along with the increasing number of tracks. Meanwhile, the deformation on the surface of the asphalt due to the passing wheel load increases as the number of tracks increases.

Details

Language :
English, Indonesian
ISSN :
19785658 and 25026348
Volume :
11
Issue :
3
Database :
Directory of Open Access Journals
Journal :
Rekayasa Sipil
Publication Type :
Academic Journal
Accession number :
edsdoj.86341d970d9f40dfbb569fc657bae972
Document Type :
article
Full Text :
https://doi.org/10.21776/ub.rekayasasipil/2017.011.03.5