Three-dimensional pavement analysis with nonlinear subgrade materials

Chen-Ming Kuo, Chien Wei Huang

研究成果: Review article同行評審

8 引文 斯高帕斯(Scopus)

摘要

The nonlinear models of pavement base and subgrade were briefly reviewed. Subroutines of the three-dimensional finiteelement analysis in the ABAQUS package were developed for nonlinear behavior of a coarse-grained base and subgrade. The programs were validated by comparing them with the theoretical-solution-based program BISAR and the 2D finite-element program ILLI-PAVE. Significant discrepancy was found between the 3D analysis and the 2D axisymmetric analysis, especially for the deformation results. It was also found that the stiffness matrices of the nonlinear materials were not symmetrical, which causes accuracy problems in those programs based on 2D axisymmetry formulations. The results of nonlinear analysis and linear analysis were also compared. It was concluded that the determinations of the resilient modulus for the linear models is critical to interpret the behaviors of nonlinear materials.

原文English
頁(從 - 到)537-544
頁數8
期刊Journal of Materials in Civil Engineering
18
發行號4
DOIs
出版狀態Published - 2006 八月 1

All Science Journal Classification (ASJC) codes

  • 土木與結構工程
  • 建築與營造
  • 材料科學(全部)
  • 材料力學

指紋

深入研究「Three-dimensional pavement analysis with nonlinear subgrade materials」主題。共同形成了獨特的指紋。

引用此