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

Authors

  • Mukhammad Mukhlis Program Magister Teknik Sipil Fakultas Teknik, Universitas Brawijaya
  • Ludfi Djakfar Jurusan Teknik Sipil Fakultas Teknik Universitas Brawijaya
  • Harimurti Harimurti Jurusan Teknik Sipil Fakultas Teknik Universitas Brawijaya

DOI:

https://doi.org/10.21776/ub.rekayasasipil/2017.011.03.5

Keywords:

Conventional flexible pavement, deformation, porous flexible pavement, strain, stress

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.

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Published

2018-02-09

How to Cite

Mukhlis, M., Djakfar, L., & Harimurti, H. (2018). Analisa Tegangan, Regangan Dan Deformasi Pada Perkerasan Konvensional Dan Perkerasan Porus. Rekayasa Sipil, 11(3), pp.203–210. https://doi.org/10.21776/ub.rekayasasipil/2017.011.03.5

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Articles