Araştırma Makalesi
BibTex RIS Kaynak Göster
Yıl 2017, Cilt: 9 Sayı: 4, 1 - 16, 27.12.2017
https://doi.org/10.24107/ijeas.335697

Öz

Kaynakça

  • [1] Fitch, M. Bellefontaine, Ohio: Home of America’s Oldest Concrete Pavement. 1996
  • [2] Delatte, N. J., Concrete Pavement Design, Construction, and Performance. Crc Press, 2014.
  • [3] Huang, Y. H., Pavement Analysis and Design. Pearson Education Inc. 2004.
  • [4] Yoder, E. J., Witczak, M. W., Principles of Pavement Design. John Wiley and Sons. 1975.
  • [5] Lee, Ying-Haur, et al. Modified Portland cement association stress analysis and thickness design procedures. Transportation Research Record Journal of the Transportation Research Board, 1568: 77-88. 1997.
  • [6] AASHTO, Guide for Design of Pavement Structures. Washington DC, American Association of State Highway and Transportation Official, 1986.
  • [7] AASHTO, Guide for Design of Pavement Structures. Washington DC, American Association of State Highway and Transportation Official, 1993.
  • [8] Portland Cement Association, Thickness Design for Concrete Pavements. Skokie, IL: Portland Cement Association, 1966.
  • [9] Portland Cement Association, Thickness Design for Concrete Highway and Street Pavements, Engineering Bulletin EB109P. Skokie, IL: Portland Cement Association, 1984.
  • [10] Maitra, S. R., Reddy, K. S., Ramachandra, L. S., Estimation of Critical Stress in Jointed Concrete Pavement. Procedia-Social and Behavioral Sciences, 104, 208-217, 2013.
  • [11] Choi, S., Na, B. U., Won, M. C., Mesoscale Analysis of Continuously Reinforced Concrete Pavement Behavior Subjected to Environmental Loading. Construction and Building Materials, 112, 447-456, 2016.
  • [12] Sabih, G., Tarefder, R. A., Impact of Variability of Mechanical and Thermal Properties of Concrete on Predicted Performance of Jointed Plain Concrete Pavements. International Journal of Pavement Research and Technology, 9(6), 436-444, 2016.
  • [13] Westergaard, H. M ., Analysis of Stresses in Concrete Pavement Due to Variations of Temperature. Proceedings, Highway Research Board, Vol. 6, pp. 201–215, 1926.
  • [14] Bordelon, A. C., Hiller, J. E., Roesler, J. R., Cervantes, V. G., Investigation of ESALs versus Load Spectra for Rigid Pavement Design. Airfield and Highway Pavements 488-499, 2015.

A User Friendly Software for Rigid Pavement Design

Yıl 2017, Cilt: 9 Sayı: 4, 1 - 16, 27.12.2017
https://doi.org/10.24107/ijeas.335697

Öz

Concrete pavements as concrete road slab, appear as a strong alternative
for flexible superstructures especially because of their low cost for
maintenance and repair and the high performance they show under heavy axle
loads. The design of these concrete road slabs is quite different from the traditional
concrete and reinforced concrete structures’ design. In the design for this
kind of pavements, traffic conditions should be defined properly and considered
an addition to the concrete and platform properties. There have been designing
methods developed based on both experimental and mechanic foundations for
concrete pavements. The most important ones of these methods are AASHTO (1993)
and PCA (1984). In both design methods, it’s significant to know the maximum
deflections and maximum strains the vehicles’ loads cause on the pavement. The
calculation of this maximum deflections and maximum strains can be done via the
finite element method or the closed formulas which have been developed by
Westergaard. In this study, a user-friendly software has been developed based
on AASHTO 1993, PCA 1984 design methods and Westergaard formulas. Thanks to
this software, the user who wants to design the concrete pavement as concrete
road slab can obtain the essential parameters automatically by entering the
required data for the design.

Kaynakça

  • [1] Fitch, M. Bellefontaine, Ohio: Home of America’s Oldest Concrete Pavement. 1996
  • [2] Delatte, N. J., Concrete Pavement Design, Construction, and Performance. Crc Press, 2014.
  • [3] Huang, Y. H., Pavement Analysis and Design. Pearson Education Inc. 2004.
  • [4] Yoder, E. J., Witczak, M. W., Principles of Pavement Design. John Wiley and Sons. 1975.
  • [5] Lee, Ying-Haur, et al. Modified Portland cement association stress analysis and thickness design procedures. Transportation Research Record Journal of the Transportation Research Board, 1568: 77-88. 1997.
  • [6] AASHTO, Guide for Design of Pavement Structures. Washington DC, American Association of State Highway and Transportation Official, 1986.
  • [7] AASHTO, Guide for Design of Pavement Structures. Washington DC, American Association of State Highway and Transportation Official, 1993.
  • [8] Portland Cement Association, Thickness Design for Concrete Pavements. Skokie, IL: Portland Cement Association, 1966.
  • [9] Portland Cement Association, Thickness Design for Concrete Highway and Street Pavements, Engineering Bulletin EB109P. Skokie, IL: Portland Cement Association, 1984.
  • [10] Maitra, S. R., Reddy, K. S., Ramachandra, L. S., Estimation of Critical Stress in Jointed Concrete Pavement. Procedia-Social and Behavioral Sciences, 104, 208-217, 2013.
  • [11] Choi, S., Na, B. U., Won, M. C., Mesoscale Analysis of Continuously Reinforced Concrete Pavement Behavior Subjected to Environmental Loading. Construction and Building Materials, 112, 447-456, 2016.
  • [12] Sabih, G., Tarefder, R. A., Impact of Variability of Mechanical and Thermal Properties of Concrete on Predicted Performance of Jointed Plain Concrete Pavements. International Journal of Pavement Research and Technology, 9(6), 436-444, 2016.
  • [13] Westergaard, H. M ., Analysis of Stresses in Concrete Pavement Due to Variations of Temperature. Proceedings, Highway Research Board, Vol. 6, pp. 201–215, 1926.
  • [14] Bordelon, A. C., Hiller, J. E., Roesler, J. R., Cervantes, V. G., Investigation of ESALs versus Load Spectra for Rigid Pavement Design. Airfield and Highway Pavements 488-499, 2015.
Toplam 14 adet kaynakça vardır.

Ayrıntılar

Konular Mühendislik
Bölüm Makaleler
Yazarlar

Aydın Kıcı 0000-0001-9741-4995

Mesut Tigdemir 0000-0002-5303-2722

Yayımlanma Tarihi 27 Aralık 2017
Kabul Tarihi 30 Kasım 2017
Yayımlandığı Sayı Yıl 2017 Cilt: 9 Sayı: 4

Kaynak Göster

APA Kıcı, A., & Tigdemir, M. (2017). A User Friendly Software for Rigid Pavement Design. International Journal of Engineering and Applied Sciences, 9(4), 1-16. https://doi.org/10.24107/ijeas.335697
AMA Kıcı A, Tigdemir M. A User Friendly Software for Rigid Pavement Design. IJEAS. Aralık 2017;9(4):1-16. doi:10.24107/ijeas.335697
Chicago Kıcı, Aydın, ve Mesut Tigdemir. “A User Friendly Software for Rigid Pavement Design”. International Journal of Engineering and Applied Sciences 9, sy. 4 (Aralık 2017): 1-16. https://doi.org/10.24107/ijeas.335697.
EndNote Kıcı A, Tigdemir M (01 Aralık 2017) A User Friendly Software for Rigid Pavement Design. International Journal of Engineering and Applied Sciences 9 4 1–16.
IEEE A. Kıcı ve M. Tigdemir, “A User Friendly Software for Rigid Pavement Design”, IJEAS, c. 9, sy. 4, ss. 1–16, 2017, doi: 10.24107/ijeas.335697.
ISNAD Kıcı, Aydın - Tigdemir, Mesut. “A User Friendly Software for Rigid Pavement Design”. International Journal of Engineering and Applied Sciences 9/4 (Aralık 2017), 1-16. https://doi.org/10.24107/ijeas.335697.
JAMA Kıcı A, Tigdemir M. A User Friendly Software for Rigid Pavement Design. IJEAS. 2017;9:1–16.
MLA Kıcı, Aydın ve Mesut Tigdemir. “A User Friendly Software for Rigid Pavement Design”. International Journal of Engineering and Applied Sciences, c. 9, sy. 4, 2017, ss. 1-16, doi:10.24107/ijeas.335697.
Vancouver Kıcı A, Tigdemir M. A User Friendly Software for Rigid Pavement Design. IJEAS. 2017;9(4):1-16.

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