American Journal of Construction and Building Materials

| Peer-Reviewed |

Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance)

Received: 15 April 2019    Accepted: 23 May 2019    Published: 05 June 2019
Views:       Downloads:

Share This Article

Abstract

Assuming that the road infrastructure has been implemented in accordance with specifications and standards, poor adhesion between the two layers of asphalt mix can be a significant cause of pavement problems. The general problem observed with the weak adhesion between the layers is the slip failure. Slipping disruption in areas where transport acceleration increases, in areas where acceleration decreases or may occur in bumps. One of the criteria and a test method for measuring adhesion resistance between the hot mix asphalt layers is needed to improve the surface finish. The main objective of this study is to determine the effect of reducing the coefficient of friction between asphalt layers in the displacement of asphaltic layers. Because performing experimental experiments in the country is a deterrent to this goal, the use of analytical and numerical methods has been shown to play an important role in conducting studies. Therefore, in this paper, using vehicle simulation in ABAQUS software and analyzes, it has been found that decreasing the coefficient of friction (adhesion reduction) increases the interlayer deformation, which causes the surface of the pavement to fail. Three different thicknesses for asphalt cladding, including 4, 6, and 7 centimeters, and three different thicknesses for roller concrete layers of 18, 20 and 22 centimeters are used. Modeling and analysis of pavements with finite element method has been performed and the depth of the asphalt and tensile strain slope is calculated at the maximum level. The results show that the type of asphalt mix has a high impact on the amount of sloping and tensile strain at the maximum level. So that under different conditions it is estimated to be about 2-3 times in the amount of rotation at the surface. Also, the amount of groove and strain in the middle of the procedure is increased by a thickness of 11% the thickness of the roller concrete thickness has not changed, but the surface strain has been reduced by 9%.

DOI 10.11648/j.ajcbm.20190301.12
Published in American Journal of Construction and Building Materials (Volume 3, Issue 1, June 2019)
Page(s) 10-15
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Fracture Failure, Fatigue Cracking, High-rise Pavement, Analysis, ABAQUS Software

References
[1] Newcomb, Dave, and Larry Scofield, (2003), "Quiet Pavements Raise the Roof in Europe," Hot Mix Asphalt Technology, National Asphalt Pavement Association.
[2] Reyff, James, et al., (2002),. I-80 Davis OGAC Pavement Noise Study: Traffic Noise Levels Associated With an Open Grade Asphalt Concrete Overlay. Prepared for California Department of Transportation by Illingworth & Rodkin, Inc., Sacramento, CA, December 1.
[3] Brown, E. R., (1993),. Experience with Stone Mastic Asphalt in the United States, Report No. 93-4, National Center for Asphalt Technology, Auburn University, Alabama.
[4] Design and Construction of Stone Matrix Asphalt Mixtures, (1998), Report No. 425, National CooperativeHighway Research Program, Transportation Research Board.
[5] Hughs, C., (1999), Designing and Constructing SMA Mixtures - State-of-the-Practice, QIP 122, National Asphalt Pavement Association, Lanham, Maryland.
[6] Nunn, M. E., A. Brown, D. Weston and J. C. Nicholls, (1997), Design of long-life flexible pavements for heavy traffic, Report No. 250, Transportation Research Laboratory, Berkshire, United Kingdom.
[7] Brown, S. F., W. S. Tam, and J. M. Brunton, (1987), Structural Evaluation and Overlay Design: Analysis and Implementation. Proc., Sixth International Conference on the Structural Designof Asphalt Pavements, Vol. 1, Ann Arbor, Mach, pp. 1013–1028.
[8] Hyun Jong Lee ، Jung Hun Lee, HeeMun Park, (2005), Performance evaluation of high modulus asphalt mixtures for long life asphalt pavements, Department of Civil and Environmental Engineering, Sejong University, Seoul, Republic of Korea.
[9] Jim Huddleston, P. E, Mark Bencher, Ph. D., P. E, David Newcomb, Ph. D., P. E, (2004), Asphalt Pavement Alliance, Perpetual Pavement.
[10] David Newcomb, Richard Willis, David Timm, (2010), Perpetual Asphalt Pavements in America.
[11] Advanced Asphalt Technologies (AAT), LLC. , (2007), Developing a Plan for Validating an Endurance Limit for HMA Pavements. Draft Executive Summary. National Cooperative Highway Research Program Project 9-44. Transportation Research Board. Washington, DC.
[12] Al-Qadi, I. L., H. Wang, P. J. Yoo, and S. H. Dessouky. , (2008), Dynamic Analysis and In-situ Validation of Perpetual Pavement Response to Vehicular Loading. Paper submitted to Transportation Research Board Annual Meeting. Transportation Research Board. Washington, DC.
[13] Liao, Y., (2007), Viscoelastic FE modeling of asphalt pavements and its applications to U.S. 30 perpetual pavement. Ph. D. Dissertation, Civil Engineering Department, Ohio University, Athens, OH.
[14] Asphalt Pavement Alliance (APA). Perpetual Pavements, (2002): A Synthesis. APA 101, Lanham, Maryland.
[15] Asphalt Pavement Alliance, (2010), I-695 – a classic example of perpetual pavement..
[16] AASHTO. AASHTO, (2002), Pavement Design Guide, American Association of State Highway and Transportation Officials, Washington, D. C.
[17] Abraham, H., (1929), Asphalts and Allied Substances: Their Occurrence, Modes of Production, Uses in the Arts and Methods of Testing, Third Edition. D. Van Nostrand Co., Inc. New York, NY.
[18] Elseifi, M. A., Al-Qadi, I. L., Yoo, P. J., and Janajreh, I. , (2005), Quatification of pavement Damage Caused by Dual and Wide-Base Tires,؛ Journal of the Transportation Research Board No. 1940, pp 125-135, National Research Council, Washington, D. C.
[19] Elseifi, M. A.; Al-Qadi, I. L.; Yoo, P. J., (2006), Viscoelastic Modeling and Field Validation of Flexible Pavements, ASCE Journal of Engineering Mechanics, Vol. 132 No. 2, pp 172-178.
[20] Instrumentation for Flexible Pavements-Field Performance of Selected Sensors, (1992).
[21] Sang-Soo Kim, Shad Sarggand, Teruhisa Masada, and Jaime Hernandez, (2010), Ohio Department of Transportation Office of Research and Development and the United States Department of Transportation Federal Highway Administration, State Job Number 4377046.
[22] Liao, Y., Sargand, S. M., Khoury, I. S., and Harrigal, A., (2007), In-Depth Investigation th of Premature Distresses of Four Ohio SHRP Test Road Sections,” 86 TRB Annual Meeting (CD-ROM), Transportation Research Board, National Research Council, Washington, D. C.
[23] Masada, T., (2007), Laboratory Characterization of Materials and Data Management for Ohio-SHRP Project (U.S. 23), Report No. FHWA/ OH-2001/07, Department of Civil Engineering, Ohio University, Athens, Ohio.
[24] Masada, T., Sargand, S. M., and Liao, Y. , (2006), Resilient Modulus Prediction Model for Fine-Grained Soils in Ohio: Preliminary Study,؛ International Conference on Perpetual Pavement (CDROM), Columbus, Ohio.
[25] Sargand, S. M., Khoury, I. S., Romanello, M. T., and Figueroa, J. L., (2006), Seasonal and Load Response Instrumentation of the Way-30 Perpetual Pavement,؛ International Conference on Perpetual Pavement (CDROM), Columbus, Ohio.
[26] Perpetual Bituminous Pavements. , (2001), Transportation Research Circular 503, Transportation Research Board, National Research Council.
[27] Jaime A. Hernandez, (2010), Evaluation of the Response of Perpetual Pavement at Accelerated Pavement Loading Facility: Finite Element Analysis and Experimental Investigation, Russ College of Engineering and Technology of Ohio University, In partial fulfillment of the requirements for the degree Master of Science,.
[28] Al-Qadi, I. L., Wang, H., Yoo, P. J., & Dessouky, S. H. (2009). Dynamic analysis and in-situ validation of perpetual pavement response to vehicular loading. Transportation Research Record: Journal of the Transportation Research Board, 2087, 29-39.
[29] Garcia, G. & Thompson, M. R., (2008), Strain and pulse duration considerations for extended-life hot-mix asphalt pavement design. Transportation Research Record: Journal of the Transportation Research Board, 2087, 3-11.
[30] Hornyak, N., & Crovetti, J. A., (2009), Analysis of load pulse durations for Marquette interchange instrumentation project. Transportation Research Record: Journal of the Transportation Research Board, 2094, 53-61.
[31] Loulizi, A., AL-Qadi, I. L., & Elseifi, M., (2006), Difference between in situ flexible pavement measured and calculated stresses and strains. Journal of Transportation Engineering, ASCE, 132 (7), 574-579.
[32] Park, D., Martin, A. E., & Masad, E., (2005), Effects of no uniform tore contact stresses on pavement response. Journal of Transportation Engineering, ASCE, 113 (11), 873-879.
[33] Rith, M., Kim, Y. K., Hong, S. J. and Lee, S. W. (2016) "Effect of horizontal loading on RCC-base composite pavement performance at heavy duty area", Construction and Building Materials, Vol. 131, pp. 741-745
[34] Zhao, Y., Alae, M. and Fu, G. (2017) "Investigation of mechanisms of top-down fatigue cracking of asphalt pavement", Road Materials and Pavement Design, DOI: 10.1080/14680629.2017.1303394. pp.
Author Information
  • Department of Civil Engineering, Faculty of Civil Engineering, Islamic Azad University, Amol, Iran

Cite This Article
  • APA Style

    Seyed Masoud Hadian. (2019). Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance). American Journal of Construction and Building Materials, 3(1), 10-15. https://doi.org/10.11648/j.ajcbm.20190301.12

    Copy | Download

    ACS Style

    Seyed Masoud Hadian. Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance). Am. J. Constr. Build. Mater. 2019, 3(1), 10-15. doi: 10.11648/j.ajcbm.20190301.12

    Copy | Download

    AMA Style

    Seyed Masoud Hadian. Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance). Am J Constr Build Mater. 2019;3(1):10-15. doi: 10.11648/j.ajcbm.20190301.12

    Copy | Download

  • @article{10.11648/j.ajcbm.20190301.12,
      author = {Seyed Masoud Hadian},
      title = {Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance)},
      journal = {American Journal of Construction and Building Materials},
      volume = {3},
      number = {1},
      pages = {10-15},
      doi = {10.11648/j.ajcbm.20190301.12},
      url = {https://doi.org/10.11648/j.ajcbm.20190301.12},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajcbm.20190301.12},
      abstract = {Assuming that the road infrastructure has been implemented in accordance with specifications and standards, poor adhesion between the two layers of asphalt mix can be a significant cause of pavement problems. The general problem observed with the weak adhesion between the layers is the slip failure. Slipping disruption in areas where transport acceleration increases, in areas where acceleration decreases or may occur in bumps. One of the criteria and a test method for measuring adhesion resistance between the hot mix asphalt layers is needed to improve the surface finish. The main objective of this study is to determine the effect of reducing the coefficient of friction between asphalt layers in the displacement of asphaltic layers. Because performing experimental experiments in the country is a deterrent to this goal, the use of analytical and numerical methods has been shown to play an important role in conducting studies. Therefore, in this paper, using vehicle simulation in ABAQUS software and analyzes, it has been found that decreasing the coefficient of friction (adhesion reduction) increases the interlayer deformation, which causes the surface of the pavement to fail. Three different thicknesses for asphalt cladding, including 4, 6, and 7 centimeters, and three different thicknesses for roller concrete layers of 18, 20 and 22 centimeters are used. Modeling and analysis of pavements with finite element method has been performed and the depth of the asphalt and tensile strain slope is calculated at the maximum level. The results show that the type of asphalt mix has a high impact on the amount of sloping and tensile strain at the maximum level. So that under different conditions it is estimated to be about 2-3 times in the amount of rotation at the surface. Also, the amount of groove and strain in the middle of the procedure is increased by a thickness of 11% the thickness of the roller concrete thickness has not changed, but the surface strain has been reduced by 9%.},
     year = {2019}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Investigating the Effective Impact of Permanent Pavement in Sustainable Development in Developing Countries (From the Point of View of Material Valuation and Prediction of Performance)
    AU  - Seyed Masoud Hadian
    Y1  - 2019/06/05
    PY  - 2019
    N1  - https://doi.org/10.11648/j.ajcbm.20190301.12
    DO  - 10.11648/j.ajcbm.20190301.12
    T2  - American Journal of Construction and Building Materials
    JF  - American Journal of Construction and Building Materials
    JO  - American Journal of Construction and Building Materials
    SP  - 10
    EP  - 15
    PB  - Science Publishing Group
    SN  - 2640-0057
    UR  - https://doi.org/10.11648/j.ajcbm.20190301.12
    AB  - Assuming that the road infrastructure has been implemented in accordance with specifications and standards, poor adhesion between the two layers of asphalt mix can be a significant cause of pavement problems. The general problem observed with the weak adhesion between the layers is the slip failure. Slipping disruption in areas where transport acceleration increases, in areas where acceleration decreases or may occur in bumps. One of the criteria and a test method for measuring adhesion resistance between the hot mix asphalt layers is needed to improve the surface finish. The main objective of this study is to determine the effect of reducing the coefficient of friction between asphalt layers in the displacement of asphaltic layers. Because performing experimental experiments in the country is a deterrent to this goal, the use of analytical and numerical methods has been shown to play an important role in conducting studies. Therefore, in this paper, using vehicle simulation in ABAQUS software and analyzes, it has been found that decreasing the coefficient of friction (adhesion reduction) increases the interlayer deformation, which causes the surface of the pavement to fail. Three different thicknesses for asphalt cladding, including 4, 6, and 7 centimeters, and three different thicknesses for roller concrete layers of 18, 20 and 22 centimeters are used. Modeling and analysis of pavements with finite element method has been performed and the depth of the asphalt and tensile strain slope is calculated at the maximum level. The results show that the type of asphalt mix has a high impact on the amount of sloping and tensile strain at the maximum level. So that under different conditions it is estimated to be about 2-3 times in the amount of rotation at the surface. Also, the amount of groove and strain in the middle of the procedure is increased by a thickness of 11% the thickness of the roller concrete thickness has not changed, but the surface strain has been reduced by 9%.
    VL  - 3
    IS  - 1
    ER  - 

    Copy | Download

  • Sections