Araştırma Makalesi

Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method

Cilt: 5 Sayı: 1 21 Haziran 2024
Mehmet Bayazit , Ferhat Şahinkaya *
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Journal of Science, Technology and Engineering Research Kapak Journal of Science, Technology and Engineering Research
TR EN

Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method

Abstract

The layer thickness of flexible pavements is one of the important parameters affecting permanent deformations. In this study, the effect of sub-base thickness and asphalt concrete thickness on the deformations under axial loads was investigated using the Plaxis 2D finite element software. In the study, 100, 200, 300, 400, 500, and 600 kPa pressure were applied to the asphalt pavement surface. In the first case, the base layer of 30 cm thickness was kept constant, and the asphalt layer was changed from 9 to 14 cm. In the second case, the asphalt thickness at 9 cm and the base layer thickness of 30 cm were kept constant, and the sub-base layer thickness was selected at 30, 40, and 50 cm. As a result of the completed analysis, it was observed that the deformations on the pavement surface decreased with increasing thickness of the layers; furthermore, the use of a sub-base layer in the pavement considerably increases the deformation resistance.

Keywords

Finite element , Pavement , Asphalt , Layer thickness , Sub-base

Kaynakça

  1. [1] S. Ahirwar, and J. Mandal, “Finite element analysis of flexible pavement with geogrids,” Procedia Engineering, vol. 189, pp. 411-416, 2017.
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  3. [3] M. J. Minhoto, J. C. Pais, P. A. Pereira et al., “Predicting asphalt pavement temperature with a three-dimensional finite element method,” Transportation Research Record, vol. 1919, no. 1, pp. 96-110, 2005.
  4. [4] H. Wang, and I. L. Al-Qadi, “Near-surface pavement failure under multiaxial stress state in thick asphalt pavement,” Transportation Research Record, vol. 2154, no. 1, pp. 91-99, 2010.
  5. [5] H. Karadag, S. Firat, N. S. Isik et al., “Determination of permanent deformation of flexible pavements using finite element model,” Građevinar, vol. 74, no. 06., pp. 471-480, 2022.
  6. [6] J. R. Mattos, W. P. Núñez, J. A. Ceratti et al., "Shear strength of hot-mix asphalt and its relation to near-surface pavement failure–A case study in Southern Brazil."
  7. [7] C. C. Patil, and P. Shivananda, “Effect of axial stiffness of geogrid in the flexible pavement deformation through finite element analysis with Plaxis 2D,” Elastic, vol. 42, no. 40, pp. 5, 2017.
  8. [8] M. A. H. Al-Jumaili, “Finite element modelling of asphalt concrete pavement reinforced with geogrid by using 3-D plaxis software,” International Journal of Materials Chemistry and Physics, vol. 2, no. 2, pp. 62-70, 2016.
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Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Geoteknik Mühendisliği , Ulaştırma Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Erken Görünüm Tarihi

21 Mayıs 2024

Yayımlanma Tarihi

21 Haziran 2024

Gönderilme Tarihi

15 Mart 2024

Kabul Tarihi

4 Mayıs 2024

Yayımlandığı Sayı

Yıl 2024 Cilt: 5 Sayı: 1

DOI

https://doi.org/10.53525/jster.1452916

IZ

https://izlik.org/JA55YB74JN

Kaynak Göster

RIS / Bibtex
APA
Bayazit, M., & Şahinkaya, F. (2024). Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method. Journal of Science, Technology and Engineering Research, 5(1), 24-33. https://doi.org/10.53525/jster.1452916
AMA
1.Bayazit M, Şahinkaya F. Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method. Journal of Science, Technology and Engineering Research. 2024;5(1):24-33. doi:10.53525/jster.1452916
Chicago
Bayazit, Mehmet, ve Ferhat Şahinkaya. 2024. “Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method”. Journal of Science, Technology and Engineering Research 5 (1): 24-33. https://doi.org/10.53525/jster.1452916.
EndNote
Bayazit M, Şahinkaya F (01 Haziran 2024) Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method. Journal of Science, Technology and Engineering Research 5 1 24–33.
IEEE
[1]M. Bayazit ve F. Şahinkaya, “Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method”, Journal of Science, Technology and Engineering Research, c. 5, sy 1, ss. 24–33, Haz. 2024, doi: 10.53525/jster.1452916.
ISNAD
Bayazit, Mehmet - Şahinkaya, Ferhat. “Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method”. Journal of Science, Technology and Engineering Research 5/1 (01 Haziran 2024): 24-33. https://doi.org/10.53525/jster.1452916.
JAMA
1.Bayazit M, Şahinkaya F. Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method. Journal of Science, Technology and Engineering Research. 2024;5:24–33.
MLA
Bayazit, Mehmet, ve Ferhat Şahinkaya. “Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method”. Journal of Science, Technology and Engineering Research, c. 5, sy 1, Haziran 2024, ss. 24-33, doi:10.53525/jster.1452916.
Vancouver
1.Mehmet Bayazit, Ferhat Şahinkaya. Investigation of The Effect of Asphalt Layer and Sub-Base Layer Thicknesses on Pavement Surface Deformation by The Finite Element Method. Journal of Science, Technology and Engineering Research. 01 Haziran 2024;5(1):24-33. doi:10.53525/jster.1452916

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