Comparative Study of Mechanistic Behavioral Analysis for Flexible Pavement Using Finite Element Modelling

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dc.contributor.author Islam, Md. Shariful
dc.contributor.author Alam, M Irteza
dc.contributor.author Khan, Shadab Morshed
dc.date.accessioned 2023-01-10T06:12:11Z
dc.date.available 2023-01-10T06:12:11Z
dc.date.issued 2022-05-30
dc.identifier.citation Ahirwar, S. K., & Mandal, J. N. (2017). Finite Element Analysis of Flexible Pavement with Geogrids. Procedia Engineering, 189, 411–416. https://doi.org/10.1016/j.proeng.2017.05.065 Alkaissi, Z. A. (2020). Effect of high temperature and traffic loading on rutting performance of flexible pavement. In Journal of King Saud University - Engineering Sciences (Vol. 32, Issue 1, pp. 1–4). King Saud University. https://doi.org/10.1016/j.jksues.2018.04.005 Azimi, M., Mirjavadi, S. S., & Asli, S. A. (2016). Investigation of Mesh Sensitivity Influence to Determine Crack Characteristic by Finite Element Methods. Journal of Failure Analysis and Prevention, 16(3), 506–512. https://doi.org/10.1007/s11668-016-0117-y Bangladesh - The World Factbook. (n.d.). Retrieved May 17, 2022, from https://www.cia.gov/the-world-factbook/countries/bangladesh/#transportation Bathe, K.-J. (2016). Introduction to Finite Element Analysis ( FEA ) or Finite Element Method ( FEM ) Finite Element Analysis ( FEA ) or Finite Element Method ( FEM ). 1065. http://web.mit.edu/kjb/www/Books/FEP_2nd_Edition_4th_Printing.pdf Gupta, A., & Kumar, A. (2015). Comparative Structural Analysis of Flexible Pavements Using Finite Element Method. International Journal on Pavement Engineering & Asphalt Technology, 15(1), 11–19. https://doi.org/10.2478/ijpeat2013-0005 Hassan, K., Elghali, L., & Sowerby, C. (2004). DEVELOPMENT OF NEW MATERIALS FOR SECONDARY AND RECYCLED AGGREGATES IN HIGHWAY INFRASTRUCTURE. Undefined. Hou, S., Shi, X., Deng, Y., & Gu, F. (2018). Evaluation of rutting and friction resistance of hot mix asphalt concrete using an innovative vertically loaded wheel tester. Construction and Building Materials, 176, 710–719. https://doi.org/10.1016/j.conbuildmat.2018.05.064 IRC. (2018). IRC 37:2018_Latest. 53(9). 21 Maqbali, L. Al, & Ragab, O. (2021). A Review of Software in Flexible Pavement Design. Sustainability in Environment, 6(2), p27. https://doi.org/10.22158/se.v6n2p27 Mo, L. T., Huurman, M., Wu, S. P., & Molenaar, A. A. A. (2008). 2D and 3D mesoscale finite element models for ravelling analysis of porous asphalt concrete. Finite Elements in Analysis and Design, 44(4), 186–196. https://doi.org/10.1016/j.finel.2007.11.012 Rahman MT, Mahmud K, & Ahsan S. (2011). Stress-Strain characteristics of flexible pavement using Finite Element Analysis. INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING, 2(1). https://doi.org/10.6088/ijcser.00202010104 Shashikant, T. M., & Bindu, R. S. (2015). Effect of Mesh Size on Finite Element Analysis of Plate Structure. International Journal of Engineering Science and Innovative Technology (IJESIT), 4(3). V.Chaudhari, S., & A. Chakrabarti, M. (2012). Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUS. International Journal of Computer Applications, 44(7), 14–18. https://doi.org/10.5120/6274-8437 Yang H. Huang. (2004). Pavement Analysis and Design (2nd Edition). Pearsons en_US
dc.identifier.uri http://hdl.handle.net/123456789/1641
dc.description Submitted by Dr. Nazmus Sakib Assistant Professor Department of Civil and Environmental Engineering (CEE) Islamic University of Technology (IUT) Board Bazar, Gazipur-1704, Bangladesh. This thesis is submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Civil and Environmental Engineering, 2022. en_US
dc.description.abstract Year after year, the number of heavy trucks on Bangladesh's highways increases. Heavy loads are one of the most typical causes of pavement distress. The distribution of contact stresses between tires and the pavement surface has a big impact on how pavement distresses start and spread. Hence, to accurately and exactly describe pavement responses, the distribution of contact stresses ought to be 1st investigated thoroughly. Pavement is a complicated structure made up of numerous layers of various materials that determine how it behaves under stress. Finite Element Modelling (FEM) is becoming a more prominent tool for researchers to solve complex structural mechanics problems in engineering. There is currently a shift toward more mechanistic design methodologies in pavement analysis to reduce the limits in calculating stress, strain, and displacement. We used ABAQUS software to perform flexible pavement finite element analysis in our study. This research aims to learn more about the stress-strain characteristics of asphalt pavement by examining a variety of traffic and loading parameters, as well as their relationships with pavement distress and failure initiation. For validation, we compared our ABAQUS results to IITPAVE. en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environmental Engineering (CEE), Islamic University of Technology(IUT) en_US
dc.subject Finite Element Analysis, ABAQUS, Flexible Pavement, Meshing, Static Analysis, Tire Imprint Area, Numerical Analysis en_US
dc.title Comparative Study of Mechanistic Behavioral Analysis for Flexible Pavement Using Finite Element Modelling en_US
dc.type Thesis en_US


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