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Sonlu Elemanlar Metodu Kullanarak Farklı Yol Modellerinin Oturmaya Etkisinin İncelenmesi

Year 2020, Volume: 13 Issue: 2, 532 - 543, 31.08.2020
https://doi.org/10.18185/erzifbed.670094

Abstract

Bu çalışmada, farklı yol tiplerinin oturma davranışı üzerine etkisi sonlu elemanlar yöntemi kullanılarak incelenmiştir. Analizlerde aynı temel ve alt temel tabakaları üstüne inşa edilen farklı yol kaplama cinsleri için analiz modelleri oluşturulmuştur. Maksimum büyüklükleri aynı değerde olan statik ve dinamik yüklerde oluşabilecek oturma değerleri için iki boyutlu hesaplamalar yapılmıştır. Farklı tekerlek aralıkları (15, 30, 60 ve 120cm) için statik ve dinamik yükler altında oluşan asfalt ve beton yol tiplerindeki oturma davranışları incelenmiştir. İlk olarak asfalt yol kaplamasında analizler yürütülmüştür. Daha sonra ise beton yol ve yarısı beton yol olup kaplamanın diğer üst yarısının asfalt kaplama olma durumları için analiz sonuçları karşılaştırılmış ve farklılıklar yorumlanmıştır. Böylece hem tekerlek aralığı, yükleme tipi ve kaplama cinslerinin kara yolunda meydana getirebileceği oturma davranışları nümerik bir çalışma ile değerlendirilmiştir.

Supporting Institution

Hacettepe Üniversitesi Bilimsel Araştırmalar Programı

Project Number

FHD-2017-13555

Thanks

Bu çalışmanın yürütülmesinde kullanılan sonlu elemanlar programının temini için Hacettepe Üniversitesi Bilimsel Araştırmalar Programına (FHD-2017-13555) teşekkür edilmektedir.

References

  • Abu-Farsakh, M., Gub, J., Voyiadjis, G.Z. and Chen, Q. (2014). Mechanistic–empirical analysis of the results of finite element analysis on flexible pavement with geogrid base reinforcement, International Journal of Pavement Engineering, 15, 9: 786–798.
  • Abu-Farsakh, M., Hanandeh, S., Mohammad, L., Chen, Q. (2016). Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads. Geotextiles and Geomembranes, 44, 845-853.
  • Acharya, R., Han, J., Brennan, J.J., Parsons, R.L., and Khatri, D.K. (2016). ‘‘Structural response of a low-fill box culvert under static and traffic loading’’, Journal of Performance of Constructed Facilities, 30 (1): 04014184.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009a). ‘‘Mechanistic analysis of ST and SBS-modified flexible pavements’’, Construction and Building Materials, 23: 2941–2950.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009b). ‘‘Mechanistic approach for polypropylene-modified flexible pavements’’, Materials and Design, 30, 1133–1140.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009c). ‘‘Effect of polyethylene on life of flexible pavements’’, Construction and Building Materials, 23: 1456–1464. Bandeira, A.A., Fortes, R.M., Merighi, J.V. (2009). ‘‘A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield’’, Exacta, São Paulo, 7 (1), 121-131.
  • Bing, H., Chai, G.W., Staden, R.V., Guan, H. (2014). ‘‘Evaluation of doweled joints in concrete pavements using three-dimensional finite element analysis, design’’, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements: 115-129.
  • Chandra, S., Viladkar, M.N., Nagrale, P.P. (2008). ‘‘Mechanistic approach for fiber-reinforced flexible pavements’’, Journal of Transportation Engineering, 134 (1): 15-23.
  • Chun, S., Kim, K., Greene, J., Choubane, B. (2015). ‘‘Evaluation of interlayer bonding condition on structural response characteristics of asphalt pavement using finite element analysis and full-scale field tests’’, Construction and Building Materials, 96: 307–318.
  • Djellali, A., Houam, A., Saghafi, B., Hamdane, A., Benghazi, Z. (2017). ‘‘Static analysis of flexible pavements over expansive soils., International Journal of Civil Engineering, 15,:391–400.
  • Faheem, H., and Hassan, A.M. (2014). ‘‘2D Plaxis finite element modeling of asphalt-concrete pavement reinforced with geogrid’’, Journal of Engineering Sciences Assiut University Faculty of Engineering, 42 (6): 1336 – 1348.
  • Helwany, S., Dyer, J., Leidy, J. (1998). ‘‘Finite element analyses of flexible pavements’’, Journal of Transportation Engineering, 124 (5): 491-499.
  • Howard, I.L. and Kimberly, A.W. (2009). ‘‘Finite-element modeling of İnstrumented flexible pavements under stationary transient loading’’, Journal of Transportation Engineering, ASCE, 135(2): 53-61.
  • Imaninasab, R., Bakhshi, B., Shirini, B. (2016). ‘‘Rutting performance of rubberized porous asphalt using Finite Element Method (FEM)’’, Construction and Building Materials, 106: 382–391.
  • Kadela, M. (2016). ‘‘Model of multiple-layer pavement structure-subsoil system’’, Bulletin of The Polish Academy of Sciences Technical Sciences, 64 (4).
  • Khavassefat, P., Jelagin, D., Birgisson, B. (2015). ‘‘Dynamic response of flexible pavements at vehicle–road interaction’’, Road Materials and Pavement Design, 16 (2): 256–276.
  • Kim, K., Tia, M. and Greene, J. (2016). Evaluation of structural behavior of precast prestressed concrete pavement with finite element analysis, Transportation Research Record: 84–93.
  • Lin, X., Zhang, Y.X., Hazell, P.J. (2014). ‘‘Modelling the response of reinforced concrete panels under blast loading’’, Materials and Design, 56: 620–628.
  • Ling, H.I. and Liu, Z. (2001). ‘‘Performance of geosynthetic-reinforced asphalt pavements’’, Journal of Geotechnical and Geoenvironmental Engineering, 127 (2): 177-184.
  • Ling, H.I. and Liu, H. (2003). ‘‘Finite element studies of asphalt concrete pavement reinforced with geogrid’’, Journal of Engineering Mechanics, 129 (7): 801-811.
  • Liu, P., Wang, D., Oeser, M. (2017). ‘‘Application of semi-analytical finite element method to analyze asphalt pavement response under heavy traffic loads’’, Jouurnal of Traffic and Transportation Engineering, 4 (2): 206-214.
  • Mokhtari, A. and Nejad, F.M. (2012). ‘‘Mechanistic approach for fiber and polymer modified SMA mixtures’’, Construction And Building Materials, 36:381–390.
  • Mulungye, R.M., Owende, P.M.O., Mellon, K. (2007). ‘‘Finite element modelling of flexible pavements on soft soil subgrades’’. Materials and Design, 28: 739–756.
  • Ranadive, M.S. and Tapase, A.B. (2013). ‘‘Investigation of behavioral aspects offlexible pavement under various conditions by finite element method’’, Constitutive Modeling of Geomaterials, Springer-Verlag,Berlin: 765–770.
  • Rooholamini, H.,. Hassani, A., Aliha, M.R.M. (2018). ‘‘Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology’’, Construction and Building Materials, 159: 517–529.
  • Shafabakhsh, G.A., Family, A., and Abad, B.P.H. (2014). ‘‘Numerical analysis of concrete block pavements and comparison of its settlement with asphalt concrete pavements using finite element method’’, Engineering Journal, 18 (4): 39-51.
  • Tarefder, R.A., Ahmed, M.U., Islam, M.R., and Rahman, M.T. (2014). ‘‘Finite element model of pavement response under load considering cross-anisotropy in unbound layers’’. Advances in Civil Engineering Materials, ASTM, 3 (1): 57-75.
  • Zhang, J., Zhu, C., Li, X., Pei, J., Chen, J. (2017). ‘‘Characterizing the three-stage rutting behavior of asphalt pavement with semi-rigid base by using UMAT in ABAQUS’’, Construction and Building Materials, 140: 496–507.
Year 2020, Volume: 13 Issue: 2, 532 - 543, 31.08.2020
https://doi.org/10.18185/erzifbed.670094

Abstract

Project Number

FHD-2017-13555

References

  • Abu-Farsakh, M., Gub, J., Voyiadjis, G.Z. and Chen, Q. (2014). Mechanistic–empirical analysis of the results of finite element analysis on flexible pavement with geogrid base reinforcement, International Journal of Pavement Engineering, 15, 9: 786–798.
  • Abu-Farsakh, M., Hanandeh, S., Mohammad, L., Chen, Q. (2016). Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads. Geotextiles and Geomembranes, 44, 845-853.
  • Acharya, R., Han, J., Brennan, J.J., Parsons, R.L., and Khatri, D.K. (2016). ‘‘Structural response of a low-fill box culvert under static and traffic loading’’, Journal of Performance of Constructed Facilities, 30 (1): 04014184.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009a). ‘‘Mechanistic analysis of ST and SBS-modified flexible pavements’’, Construction and Building Materials, 23: 2941–2950.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009b). ‘‘Mechanistic approach for polypropylene-modified flexible pavements’’, Materials and Design, 30, 1133–1140.
  • Al-Hadidy, A.I., Yi-qiu, T. (2009c). ‘‘Effect of polyethylene on life of flexible pavements’’, Construction and Building Materials, 23: 1456–1464. Bandeira, A.A., Fortes, R.M., Merighi, J.V. (2009). ‘‘A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield’’, Exacta, São Paulo, 7 (1), 121-131.
  • Bing, H., Chai, G.W., Staden, R.V., Guan, H. (2014). ‘‘Evaluation of doweled joints in concrete pavements using three-dimensional finite element analysis, design’’, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements: 115-129.
  • Chandra, S., Viladkar, M.N., Nagrale, P.P. (2008). ‘‘Mechanistic approach for fiber-reinforced flexible pavements’’, Journal of Transportation Engineering, 134 (1): 15-23.
  • Chun, S., Kim, K., Greene, J., Choubane, B. (2015). ‘‘Evaluation of interlayer bonding condition on structural response characteristics of asphalt pavement using finite element analysis and full-scale field tests’’, Construction and Building Materials, 96: 307–318.
  • Djellali, A., Houam, A., Saghafi, B., Hamdane, A., Benghazi, Z. (2017). ‘‘Static analysis of flexible pavements over expansive soils., International Journal of Civil Engineering, 15,:391–400.
  • Faheem, H., and Hassan, A.M. (2014). ‘‘2D Plaxis finite element modeling of asphalt-concrete pavement reinforced with geogrid’’, Journal of Engineering Sciences Assiut University Faculty of Engineering, 42 (6): 1336 – 1348.
  • Helwany, S., Dyer, J., Leidy, J. (1998). ‘‘Finite element analyses of flexible pavements’’, Journal of Transportation Engineering, 124 (5): 491-499.
  • Howard, I.L. and Kimberly, A.W. (2009). ‘‘Finite-element modeling of İnstrumented flexible pavements under stationary transient loading’’, Journal of Transportation Engineering, ASCE, 135(2): 53-61.
  • Imaninasab, R., Bakhshi, B., Shirini, B. (2016). ‘‘Rutting performance of rubberized porous asphalt using Finite Element Method (FEM)’’, Construction and Building Materials, 106: 382–391.
  • Kadela, M. (2016). ‘‘Model of multiple-layer pavement structure-subsoil system’’, Bulletin of The Polish Academy of Sciences Technical Sciences, 64 (4).
  • Khavassefat, P., Jelagin, D., Birgisson, B. (2015). ‘‘Dynamic response of flexible pavements at vehicle–road interaction’’, Road Materials and Pavement Design, 16 (2): 256–276.
  • Kim, K., Tia, M. and Greene, J. (2016). Evaluation of structural behavior of precast prestressed concrete pavement with finite element analysis, Transportation Research Record: 84–93.
  • Lin, X., Zhang, Y.X., Hazell, P.J. (2014). ‘‘Modelling the response of reinforced concrete panels under blast loading’’, Materials and Design, 56: 620–628.
  • Ling, H.I. and Liu, Z. (2001). ‘‘Performance of geosynthetic-reinforced asphalt pavements’’, Journal of Geotechnical and Geoenvironmental Engineering, 127 (2): 177-184.
  • Ling, H.I. and Liu, H. (2003). ‘‘Finite element studies of asphalt concrete pavement reinforced with geogrid’’, Journal of Engineering Mechanics, 129 (7): 801-811.
  • Liu, P., Wang, D., Oeser, M. (2017). ‘‘Application of semi-analytical finite element method to analyze asphalt pavement response under heavy traffic loads’’, Jouurnal of Traffic and Transportation Engineering, 4 (2): 206-214.
  • Mokhtari, A. and Nejad, F.M. (2012). ‘‘Mechanistic approach for fiber and polymer modified SMA mixtures’’, Construction And Building Materials, 36:381–390.
  • Mulungye, R.M., Owende, P.M.O., Mellon, K. (2007). ‘‘Finite element modelling of flexible pavements on soft soil subgrades’’. Materials and Design, 28: 739–756.
  • Ranadive, M.S. and Tapase, A.B. (2013). ‘‘Investigation of behavioral aspects offlexible pavement under various conditions by finite element method’’, Constitutive Modeling of Geomaterials, Springer-Verlag,Berlin: 765–770.
  • Rooholamini, H.,. Hassani, A., Aliha, M.R.M. (2018). ‘‘Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology’’, Construction and Building Materials, 159: 517–529.
  • Shafabakhsh, G.A., Family, A., and Abad, B.P.H. (2014). ‘‘Numerical analysis of concrete block pavements and comparison of its settlement with asphalt concrete pavements using finite element method’’, Engineering Journal, 18 (4): 39-51.
  • Tarefder, R.A., Ahmed, M.U., Islam, M.R., and Rahman, M.T. (2014). ‘‘Finite element model of pavement response under load considering cross-anisotropy in unbound layers’’. Advances in Civil Engineering Materials, ASTM, 3 (1): 57-75.
  • Zhang, J., Zhu, C., Li, X., Pei, J., Chen, J. (2017). ‘‘Characterizing the three-stage rutting behavior of asphalt pavement with semi-rigid base by using UMAT in ABAQUS’’, Construction and Building Materials, 140: 496–507.
There are 28 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Makaleler
Authors

Elif Çiçek 0000-0002-3575-8079

Project Number FHD-2017-13555
Publication Date August 31, 2020
Published in Issue Year 2020 Volume: 13 Issue: 2

Cite

APA Çiçek, E. (2020). Sonlu Elemanlar Metodu Kullanarak Farklı Yol Modellerinin Oturmaya Etkisinin İncelenmesi. Erzincan University Journal of Science and Technology, 13(2), 532-543. https://doi.org/10.18185/erzifbed.670094