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Development of 3-D Finite Element Models for Geo-Jute Reinforced Flexible Pavement

Author(s):



Medium: journal article
Language(s): English
Published in: Civil Engineering Journal, , n. 2, v. 5
Page(s): 437
DOI: 10.28991/cej-2019-03091258
Abstract:

In this study, three dimensional (3-D) finite element analysis are performed to evaluate the effect of geo-textile interlayer on the performance of flexible pavement. The main objective of this study is to evaluate the improvement in stress distribution of flexible pavement due to the application of geo-jute at three specific positions i.e., subgrade-base interface, base-asphalt layer interface, and within asphalt layers. Stress, strain and displacement values are investigated and compared for the application of geo-jute interlayer on various positions. Moreover, to better understand the mechanistic behavior of geo-jute on pavement subgrade, a separate 3-D finite element model is developed to simulate the California bearing ratio (CBR) test on geo-jute reinforced soil. Results showed that the inclusion of geo-jute on flexible pavement significantly improves the pavement performance by producing lower stress, strain, and displacement at top of the subgrade. Moreover, the bearing capacity of subgrade soil increased more than 20% due to the inclusion of geo-jute.

Copyright: © 2019 Md Mostaqur Rahman, Sajib Saha, Amin Sami Amin Hamdi, Md Jobair Bin Alam
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10340812
  • Published on:
    14/08/2019
  • Last updated on:
    02/06/2021