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Behavior of flexible pavement on swelling subgrade soil reinforced with geogrid

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
An enormous number of structures and roads are put on expansive subgrade soils and may be exposed to the swelling and shrinkage risk. To prevent the expanding weight of the subgrade layer under loaded pavement, one of the following strategies may be utilized are geogrid layer. Reinforced pavement layers have been propagated in the field of civil engineering because of their profoundly adaptable and diversified use. In this study, axisymmetric models of pavement layers have been created by 2-D Plaxis software and all of these models included geogrid layers at various positions concentrated to research the impact of geogrid on the critical pavement responses. Geogrid was placed at the bottom of asphalt layer, bottom of base layer, tope and middle of the subgrade layer. All models are loaded with incremental contact pressure between 50 and 600 kPa. Analysis processes have been made for all models and the obtained investigation results show a significant effect on pavement behavior when the a geogrid layer was used under various tire pressures. Also, there is an increase in the bearing capacity of a model that includes geogrid at the top and middle of the subgrade layer by about 35% and the resistance of the asphalt layer to deformation and cracking failure was improved.
Rocznik
Strony
393--402
Opis fizyczny
Bibliogr. 15 poz., il., tab.
Twórcy
  • Highway and transportation department, Engineering College, Mustansiriyah University, Iraq, Baghdad
  • Highway and transportation department, Engineering College, Mustansiriyah University, Iraq, Baghdad
  • Highway and transportation department, Engineering College, Mustansiriyah University, Iraq, Baghdad
  • Civil Engineering Department, University of Technology, Iraq
Bibliografia
  • [1] A. Alex, “Characterization of unbound granular layers in flexible pavements”. Report No. ICAR/502-3, Texas Transportation Institute, 2000.
  • [2] R.R. Al-Omari, M.Y Fattah, and H.A. Ali, “Treatment of soil swelling using geogrid reinforced columns”. Italian Journal of Geosciences, vol. 135, no. 1, pp. 83-94, 2016, DOI: 10.3301/IJG.2014.54
  • [3] O.B. Andersland and A.S. Khattak, “Shear strength of kaolinite, fiber soil mixtures”. Proceedings of the International Conference on Soil Reinforcement, vol. 1, pp. 11-16. Paris, France, 1979.
  • [4] O. Azadeejan, J.Y. Mammad, and G.H.P. Pourebrahim, “Laboratory study on effects of geogrid layers on mechanical properties of lime. Cement treated granular soils”. Electronic Journal of Geotechnical Engineering, EJGE, 2011.
  • [5] P.J. Black and R.D. Holtz, “Performance of Geotextile Separators Five Years after Installation”. 1999.
  • [6] R.H. Chen, “Foundations on Expansive Soil”. 2nd edition, Elsevier Scientific Publishing Company, New York, 1975.
  • [7] B.M. Das, ”Principles of geotechnical engineering”. 5th Edition, Nelson, a division of Thomson Canada Limited, 2006.
  • [8] M.Y. Fattah, B.J. Nareeman, and F.A. Salman, “A treatment of expansive soil using different additives”. Acta Montanistica Slovaca, Ročník 15, vol. 4, pp. 314-321, 2010. https://actamont.tuke.sk/pdf/2010/n4/5fattah.pdf.
  • [9] M.Y. Fattah, A.S. Aladili, and H.F. Yousif, “Behavior of reinforced sub-base layer on dried expansive soil under cyclic loading”. Journal of Earth Sciences and Geotechnical Engineering, vol.7, no. 3, pp. 23-49, 2017.
  • [10] S.F. Ibrahim, G.G. Sofi, and A.I. Kareem, “Experimental study on geogrid-reinforced subbase over soft subgrade soil under repeated loading”. Journal of Engineering and Development, vol. 16, no. 3, pp. 218-240, 2012.
  • [11] T.C. Kinney and X. Fu, “Full-scale highway load test of flexible pavement systems with geogrid reinforced base courses”. Geosynthetics International, vol. 3, no. 4, pp. 537-549, 1996.
  • [12] M.E. Magdi and M.M. Zumrawi, “Geotechnical aspects for roads on expansive soils”. International Journal of Science and Research (IJSR), vol. 4, no. 2, pp. 1475-1479, 2015. ISSN (online): 2319-7064 Index.
  • [13] S.S. Razvi, N. Deepak, and B. Shubham, Y. Atul, S. Hatim, B. Satyam, “Study on stabilization of soil using burnt brick”. International Research Journal of Engineering and Technology (IRJET), vol. 5, no. 5, 2018.
  • [14] K. Tiwari, S. Sahil Khandelwal and A. Jatale, “Performance, problems and remedial measures for the structures constructed on expansive soil in Malwa Region, India”. International Journal of Emerging Technology and Advanced Engineering, Certified Journal, vol. 2, no. 12, 2012.
  • [15] H.F. Winterkorn and S. Pamukcu, “Soil stabilization and grouting”. in: Fang H.Y. (ed) Chapter 9 in Foundation Engineering Handbook, 2nd ed., Springer, Berlin, 1991.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1b9e987f-d4f1-4ae9-9540-38c56f407b85
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