透過您的圖書館登入
IP:18.117.216.229
  • 期刊

Comparison of Isotropic and Cross-anisotropic Analysis of Pavement Structures

並列摘要


In most existing pavement design methods, pavements are analyzed using linear elastic multilayer theory, with the assumption that isotropic conditions are present in the structural layers of the pavement section. There are however numerous researchers that disagree with this assumption and their research have proven that there are inherent and induced cross-anisotropic material behaviors in the structural layers of a pavement section. The problem facing the South African Mechanistic Design Method (SAMDM) is that this cross-anisotropic behavior of material may reduce the predicted life of pavement sections as described in the Technical Recommendations for Highway (TRH4). The objective of this study was to quantify the effect of cross-anisotropic conditions induced in the pavement layer on the predicted life based on the SAMDM approach.

並列關鍵字

Anisotropy Isotropy Pavement response

參考文獻


Uzan, J. (1985). Characterization of Granular Material. Transportation Research Record, No. 1022, pp. 52-59.
Theyse, H.L., De Beer, M. and Rust, F.C. (1996). Overview of South African Mechanistic Pavement Design Method. Transportation Research Record, No. 1539, pp. 6 – 17.
Zhu, Z.H. and Pour, B.H. (2010). A Nodal Position Finite Element Method for Plane Elastic Problems. Finite Elements in Analysis and Design, Vol. 47, pp. 73-77.
Kim, S.H. Little, D.N., and Masad, E. (2005). Simple Methods to Estimate Inherent and Stress-Induced Anisotropy of Aggregate Base. Transportation Research Record, No. 1913, pp. 24-31.
Wang, L. Hoyos, L.R. Wang, J. Voyiadjis, G., and Abadie, A. (2005). Anisotropy Properties of Asphalt Concrete: Characterization and Implications for Pavement Design and Analysis. Journal of Materials in Civil Engineering, 170(5), pp. 535-543.

延伸閱讀