JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2012, Vol. 42 ›› Issue (6): 74-79.

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Balance analysis of the pavement structure based on failure approach index

ZHU Deng-yuan1, 2, YAO Zhan-yong1*, GUAN Yan-hua1, ZHUANG Pei-zhi1   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, China; 2.School of Civil Engineering and Architecture, Linyi University, Linyi 276005, China
  • Received:2012-01-09 Online:2012-12-20 Published:2012-01-09

Abstract: The design method based on failure approach index was proposed to optimize the pavement structure. Three-dimensional model were built according to typical pavement structure of the grade road and loads. Based on Abaqus numerical analysis method, the distance, the stress, the strain and the plastic analysis of pavement structure layers with vehicle loads were put forth. Failure approach index was calculated for each layer of the pavement and treatment layer of the subgrade. Comparison and analysis among the failure approach index, the predicted fatigue life and the modular ratio of different layers were done. The result demonstrated that the failure approach index could represent the balance property of the pavement structure layers.

Key words: failure approach index, pavement structure balance, fatigue life, layer modular ratio

CLC Number: 

  • TU 416
[1] YANG Wen-dong1, ZHANG Qiang-yong1*, SONG Meng-bo2, YANG Jia1. Stability assessment of a high slope based on the failure approach index and strength reduction method [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2010, 40(6): 82-87.
[2] YAO Zhan-yong,WU Shi-mei,CHEN Chao . Variance research on pavement fatigue failure caused by the crown [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2007, 37(6): 87-90 .
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