Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Finite Element Analysis of Anti-Reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

    New search for: Luo, Zhi Gang
    New search for: Liu, Yan
    New search for: Wang, Sui Yuan
    New search for: Diao, Bo

    To make clear the work mechanism of geosynthetic in asphalt overlay under the aircraft wheel loads, one 3D dimension finite element model was constructed on the basis of the general purpose finite element software ABAQUS. Numerical calculation results with different geosynthetic modulus are presented in this paper, and show that it is very limited for geosynthetic to reduce bottom stress and surface deformation of asphalt overlay, and asphalt overlay bottom is in compression state, thus, geosynthetic can not exert it’s film tension function, namely the main role of geosynthetic is not to bear loads together with asphalt overlay, but to improve stress state of asphalt overlay for preventing cracks appearance or delaying cracks expansion.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Finite Element Analysis of Anti-Reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

    New search for: Luo, Zhi Gang
    New search for: Liu, Yan
    New search for: Wang, Sui Yuan
    New search for: Diao, Bo

    To make clear the work mechanism of geosynthetic in asphalt overlay under the aircraft wheel loads, one 3D dimension finite element model was constructed on the basis of the general purpose finite element software ABAQUS. Numerical calculation results with different geosynthetic modulus are presented in this paper, and show that it is very limited for geosynthetic to reduce bottom stress and surface deformation of asphalt overlay, and asphalt overlay bottom is in compression state, thus, geosynthetic can not exert it’s film tension function, namely the main role of geosynthetic is not to bear loads together with asphalt overlay, but to improve stress state of asphalt overlay for preventing cracks appearance or delaying cracks expansion.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Finite Element Analysis of Anti-Reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

    New search for: Luo, Zhi Gang
    New search for: Liu, Yan
    New search for: Wang, Sui Yuan
    New search for: Diao, Bo

    To make clear the work mechanism of geosynthetic in asphalt overlay under the aircraft wheel loads, one 3D dimension finite element model was constructed on the basis of the general purpose finite element software ABAQUS. Numerical calculation results with different geosynthetic modulus are presented in this paper, and show that it is very limited for geosynthetic to reduce bottom stress and surface deformation of asphalt overlay, and asphalt overlay bottom is in compression state, thus, geosynthetic can not exert it’s film tension function, namely the main role of geosynthetic is not to bear loads together with asphalt overlay, but to improve stress state of asphalt overlay for preventing cracks appearance or delaying cracks expansion.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Finite Element Analysis of Anti-Reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

    Contributors:

    Luo, Zhi Gang / Liu, Yan / Wang, Sui Yuan / Diao, Bo

    Published in:

    Advanced Materials Research ; 503-504 ; 847-850

    Publication date:

    2012-04-12

    Size:

    4 pages

    ISSN:

    1662-8985 , 1022-6680

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMR.503-504.847

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Airport Runway , Reflective Crack , Asphalt Overlay , Geosynthetic , Finite Element Method (FEM)

    Similar titles

    Finite Element Analysis of Anti-Reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

    Luo, Zhi-Gang / Liu, Yan / Wang, Sui-Yuan et al. | Tema Archive | 2012

    Modelling the reflective cracking features of asphalt overlay for airport runway under temperature and airplane load coupling factors

    Yang, Ruochong / Zhan, Chong / Sun, Long et al. | Elsevier | 2024

    Free access

    Design analysis : asphalt concrete overlay requirements for Runway 18-36, Washington National Airport

    Witczak, M. W. | TIBKAT | 1972

    Geosynthetic Reinforced Asphalt Overlay Failure Assessment

    Sprague, C. J. / Andrews, M. / Emerson, R. et al. | British Library Conference Proceedings | 1999

    Tensile Properties of Asphalt Overlay Geosynthetic Reinforcement

    Sprague, C. J. / Allen, S. / Tribbett, W. et al. | British Library Conference Proceedings | 1998

    Back to top