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A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey

Yıl 2021, Cilt: 16 Sayı: 1, 1 - 10, 15.03.2021

Öz

The Mechanistic-Empirical Pavement Design Guide (MEPDG) was emerged and calibrated based on the North American conditions for analysis and designing of flexible and rigid pavements. Implementing this guide in elsewhere needs evaluation using local data, if need be, the local calibration should be conducted to improve the accuracy of the pavement distress prediction models. State agencies and countries have followed different implementation methodologies to adopt the method. In this study, a methodology was developed for the implementation of the ME Rigid Pavement Design Guide in Turkey. This methodology can serve as a guide for local calibration of the MEPDG in Turkey as well as countries.

Destekleyen Kurum

Department of Scientific and Research Project, Dokuz Eylul University

Proje Numarası

2018.KB.FEN.038

Kaynakça

  • [1] AASHTO, Mechanistic Empirical Pavement Design Guide. American Association of State Highway and Transportation Officials, Washington, D.C., USA, 2008.
  • [2] NCHRP, “Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures,” Washington, D.C., USA, 2004.
  • [3] M. R. Shakhan, A. Topal, B. Şengöz, and A. Almusawi, “Review of the Implementation of the Mechanistic-Empirical Pavement Design Guide,” in 3rd International Students Science Congress, 2019, no. 12, pp. 138–153.
  • [4] G. M. Geary, “User Review of the AASHTO ‘ Guide for the Local Calibration of the Mechanistic-Empirical Pavement Design Guide ’ FINAL REPORT Prepared for Transportation Research Board of The National Academies of Sciences , Engineering , and Medicine Georgene M . Geary,” Stockbridge, Georgia, 2018.
  • 5] L. M. Pierce and M. Ginger, “Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide and Software,” TRB, National Research Council, Washington, D.C., pp. 81., 2014.
  • [6] D. Xiao, K. C. P. Wang, and Y. Qiu, “Mechanistic-empirical pavement design guide (MEPDG): A bird’s-eye view,” J. Mod. Transp., vol. 19, no. June 2, pp. 114–133, 2011, doi: 10.1007/BF03325749.
  • [7] M. M. Robbins, N. Tran, and L. Ga, “NCAT Report 17-07 PAVEMENT ME DESIGN – A SUMMARY OF LOCAL CALIBRATION EFFORTS FOR By Dr . Carolina Rodezno Dr . David H . Timm , P . E .,” no. August, 2017.
  • [8] J. Mallela et al., “Guidelines for Implementing NCHRP 1-37A M-E Design Procedures in Ohio: Volume 1— Summary of Findings, Implementation Plan, and Next Steps,” Ohio, USA, 2009.
  • [9] M. Won, “Evaluation of MEPDG with TxDOT Rigid Pavement Database,” Texas, UAA, 2009.
  • [10] C. Caliendo, “Local Calibration and Implementation of the Mechanistic-Empirical Pavement Design Guide for Flexible Pavement Design,” J. Transp. Eng., vol. 138, no. 3, pp. 348–360, 2012, doi: 10.1061/(ASCE)TE.1943-5436.0000328.
  • [11] M. Azadi, S. M. Nasimifar, and M. R. Pouranian, “Determination of Local Fatigue Model Calibration Used in MEPDG for Iran’s Dry-No Freeze Region,” Arab. J. Sci. Eng., vol. 38, no. 5, pp. 1031–1039, 2013, doi: 10.1007/s13369-012-0340-0.
  • [12] R. Tarefder and J. I. Rodriguez-Ruiz, “Local Calibration of MEPDG for Flexible Pavements in New Mexico,” J. Transp. Eng., vol. 139, no. 10, pp. 981–991, 2013, doi: 10.1061/(ASCE)TE.1943-5436.0000576.
  • [13] M. A. Elshaeb, S. M. El-Badawy, and E.-S. A. Shawaly, “Development and Impact of the Egyptian Climatic Conditions on Flexible Pavement Performance,” Am. J. Civ. Eng. Archit., vol. 2, no. 3, pp. 115–121, 2014, doi: 10.12691/ajcea-2-3-4.
  • [14] H. A. Sadek, E. A. Masad, O. Sirin, H. Al-Khalid, M. A. Sadeq, and D. Little, “Implementation of mechanistic-empirical pavement analysis in the State of Qatar,” Int. J. Pavement Eng., vol. 15, no. 6, pp. 495–511, 2014, doi: 10.1080/10298436.2013.837164.
  • [15] H. Ma, D. Wang, C. Zhou, and D. Feng, “Calibration on MEPDG Low Temperature Cracking Model and Recommendation on Asphalt Pavement Structures in Seasonal Frozen Region of China,” Adv. Mater. Sci. Eng., vol. 2015, pp. 1–11, 2015, doi: 10.1155/2015/830426.
  • [16] A. H. Alqaili and H. A. Alsoliman, “Preparing Data for Calibration of Mechanistic-Empirical Pavement Design Guide in Central Saudi Arabia,” World Acad. Sci. Eng. Technol. Int. J. Urban Civ. Eng., vol. 11, no. 2, pp. 248–255, 2017.
  • [17] R. H. Chhade, R. Mrad, L. Houssami, G. Chehab, and A. M. Asce, “Formulation of Traffic Inputs Required for the Implementation of the M-E PDG Formulation of Traffic Inputs Required for the Implementation of the M-E PDG in Data-Scarce Regions : Lebanon Case Study,” J. Mater. Civ. Eng., no. September, 2018, doi: 10.1061/(ASCE)MT.1943-5533.0002279.
  • [18] AASHTO, Guide for the local calibration of the Mechanistic-Empirical Pavement Design Guide. Washington, D.C: American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C., USA, 2010.
  • [19] Karayolları Genel Müdürlüğü, Karayolları Esnek Üstyapılar Projelendirme Rehberi. Ankara, Turkey, 2008.
  • [20] Karayolları Genel Müdürlüğü, “Karayollarinda Ağir Taşit Trafiğinin ve Yük Taşimaciliğinin Özellikleri ve Eğilimleri,” Trafik Güvenliği Dairesi Başkanliği Ulaşim Etütleri Şubesi Müdürlüğü, Ankara, 2016.
  • [21] H. I. Öztürk, E. B. Tan, E. Şengün, and İ. Ö. Yaman, “Farklı trafik, zemin, malzeme ve iklim koşulları için mekanistik-ampirik (M-E) yöntemle tasarlanan derzli donatısız rijit üstyapı sistemlerinin karşılaştırılması,” Gazi Üniversitesi Mühendislik-Mimarlık Fakültesi Derg., vol. 34, no. 2, pp. 771–784, 2018, doi: 10.17341/GUMMFD.27309.
Yıl 2021, Cilt: 16 Sayı: 1, 1 - 10, 15.03.2021

Öz

Proje Numarası

2018.KB.FEN.038

Kaynakça

  • [1] AASHTO, Mechanistic Empirical Pavement Design Guide. American Association of State Highway and Transportation Officials, Washington, D.C., USA, 2008.
  • [2] NCHRP, “Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures,” Washington, D.C., USA, 2004.
  • [3] M. R. Shakhan, A. Topal, B. Şengöz, and A. Almusawi, “Review of the Implementation of the Mechanistic-Empirical Pavement Design Guide,” in 3rd International Students Science Congress, 2019, no. 12, pp. 138–153.
  • [4] G. M. Geary, “User Review of the AASHTO ‘ Guide for the Local Calibration of the Mechanistic-Empirical Pavement Design Guide ’ FINAL REPORT Prepared for Transportation Research Board of The National Academies of Sciences , Engineering , and Medicine Georgene M . Geary,” Stockbridge, Georgia, 2018.
  • 5] L. M. Pierce and M. Ginger, “Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide and Software,” TRB, National Research Council, Washington, D.C., pp. 81., 2014.
  • [6] D. Xiao, K. C. P. Wang, and Y. Qiu, “Mechanistic-empirical pavement design guide (MEPDG): A bird’s-eye view,” J. Mod. Transp., vol. 19, no. June 2, pp. 114–133, 2011, doi: 10.1007/BF03325749.
  • [7] M. M. Robbins, N. Tran, and L. Ga, “NCAT Report 17-07 PAVEMENT ME DESIGN – A SUMMARY OF LOCAL CALIBRATION EFFORTS FOR By Dr . Carolina Rodezno Dr . David H . Timm , P . E .,” no. August, 2017.
  • [8] J. Mallela et al., “Guidelines for Implementing NCHRP 1-37A M-E Design Procedures in Ohio: Volume 1— Summary of Findings, Implementation Plan, and Next Steps,” Ohio, USA, 2009.
  • [9] M. Won, “Evaluation of MEPDG with TxDOT Rigid Pavement Database,” Texas, UAA, 2009.
  • [10] C. Caliendo, “Local Calibration and Implementation of the Mechanistic-Empirical Pavement Design Guide for Flexible Pavement Design,” J. Transp. Eng., vol. 138, no. 3, pp. 348–360, 2012, doi: 10.1061/(ASCE)TE.1943-5436.0000328.
  • [11] M. Azadi, S. M. Nasimifar, and M. R. Pouranian, “Determination of Local Fatigue Model Calibration Used in MEPDG for Iran’s Dry-No Freeze Region,” Arab. J. Sci. Eng., vol. 38, no. 5, pp. 1031–1039, 2013, doi: 10.1007/s13369-012-0340-0.
  • [12] R. Tarefder and J. I. Rodriguez-Ruiz, “Local Calibration of MEPDG for Flexible Pavements in New Mexico,” J. Transp. Eng., vol. 139, no. 10, pp. 981–991, 2013, doi: 10.1061/(ASCE)TE.1943-5436.0000576.
  • [13] M. A. Elshaeb, S. M. El-Badawy, and E.-S. A. Shawaly, “Development and Impact of the Egyptian Climatic Conditions on Flexible Pavement Performance,” Am. J. Civ. Eng. Archit., vol. 2, no. 3, pp. 115–121, 2014, doi: 10.12691/ajcea-2-3-4.
  • [14] H. A. Sadek, E. A. Masad, O. Sirin, H. Al-Khalid, M. A. Sadeq, and D. Little, “Implementation of mechanistic-empirical pavement analysis in the State of Qatar,” Int. J. Pavement Eng., vol. 15, no. 6, pp. 495–511, 2014, doi: 10.1080/10298436.2013.837164.
  • [15] H. Ma, D. Wang, C. Zhou, and D. Feng, “Calibration on MEPDG Low Temperature Cracking Model and Recommendation on Asphalt Pavement Structures in Seasonal Frozen Region of China,” Adv. Mater. Sci. Eng., vol. 2015, pp. 1–11, 2015, doi: 10.1155/2015/830426.
  • [16] A. H. Alqaili and H. A. Alsoliman, “Preparing Data for Calibration of Mechanistic-Empirical Pavement Design Guide in Central Saudi Arabia,” World Acad. Sci. Eng. Technol. Int. J. Urban Civ. Eng., vol. 11, no. 2, pp. 248–255, 2017.
  • [17] R. H. Chhade, R. Mrad, L. Houssami, G. Chehab, and A. M. Asce, “Formulation of Traffic Inputs Required for the Implementation of the M-E PDG Formulation of Traffic Inputs Required for the Implementation of the M-E PDG in Data-Scarce Regions : Lebanon Case Study,” J. Mater. Civ. Eng., no. September, 2018, doi: 10.1061/(ASCE)MT.1943-5533.0002279.
  • [18] AASHTO, Guide for the local calibration of the Mechanistic-Empirical Pavement Design Guide. Washington, D.C: American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C., USA, 2010.
  • [19] Karayolları Genel Müdürlüğü, Karayolları Esnek Üstyapılar Projelendirme Rehberi. Ankara, Turkey, 2008.
  • [20] Karayolları Genel Müdürlüğü, “Karayollarinda Ağir Taşit Trafiğinin ve Yük Taşimaciliğinin Özellikleri ve Eğilimleri,” Trafik Güvenliği Dairesi Başkanliği Ulaşim Etütleri Şubesi Müdürlüğü, Ankara, 2016.
  • [21] H. I. Öztürk, E. B. Tan, E. Şengün, and İ. Ö. Yaman, “Farklı trafik, zemin, malzeme ve iklim koşulları için mekanistik-ampirik (M-E) yöntemle tasarlanan derzli donatısız rijit üstyapı sistemlerinin karşılaştırılması,” Gazi Üniversitesi Mühendislik-Mimarlık Fakültesi Derg., vol. 34, no. 2, pp. 771–784, 2018, doi: 10.17341/GUMMFD.27309.
Toplam 21 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm TJST
Yazarlar

Mohammad Razeq Shakhan 0000-0002-9756-7331

Ali Topal 0000-0002-2601-1926

Burak Şengöz 0000-0003-0684-4880

Proje Numarası 2018.KB.FEN.038
Yayımlanma Tarihi 15 Mart 2021
Gönderilme Tarihi 19 Şubat 2020
Yayımlandığı Sayı Yıl 2021 Cilt: 16 Sayı: 1

Kaynak Göster

APA Shakhan, M. R., Topal, A., & Şengöz, B. (2021). A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey. Turkish Journal of Science and Technology, 16(1), 1-10.
AMA Shakhan MR, Topal A, Şengöz B. A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey. TJST. Mart 2021;16(1):1-10.
Chicago Shakhan, Mohammad Razeq, Ali Topal, ve Burak Şengöz. “A Methodology for Implementation of the Mechanistic-Empirical Rigid Pavement Design in Turkey”. Turkish Journal of Science and Technology 16, sy. 1 (Mart 2021): 1-10.
EndNote Shakhan MR, Topal A, Şengöz B (01 Mart 2021) A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey. Turkish Journal of Science and Technology 16 1 1–10.
IEEE M. R. Shakhan, A. Topal, ve B. Şengöz, “A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey”, TJST, c. 16, sy. 1, ss. 1–10, 2021.
ISNAD Shakhan, Mohammad Razeq vd. “A Methodology for Implementation of the Mechanistic-Empirical Rigid Pavement Design in Turkey”. Turkish Journal of Science and Technology 16/1 (Mart 2021), 1-10.
JAMA Shakhan MR, Topal A, Şengöz B. A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey. TJST. 2021;16:1–10.
MLA Shakhan, Mohammad Razeq vd. “A Methodology for Implementation of the Mechanistic-Empirical Rigid Pavement Design in Turkey”. Turkish Journal of Science and Technology, c. 16, sy. 1, 2021, ss. 1-10.
Vancouver Shakhan MR, Topal A, Şengöz B. A methodology for implementation of the mechanistic-empirical rigid pavement design in Turkey. TJST. 2021;16(1):1-10.