Finite element analysis of the genesis of TDC in semi-rigid pavement
[1]LI Qingfu,Yang Zetao,Wang Peng.Finite element analysis of the genesis of TDC in semi-rigid pavement[J].Journal of Zhengzhou University (Engineering Science),2007,28(03):37-39.[doi:10.3969/j.issn.1671-6833.2007.03.010]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
28
Number of periods:
2007年03期
Page number:
37-39
Column:
Public date:
1900-01-01
- Title:
- Finite element analysis of the genesis of TDC in semi-rigid pavement
- Keywords:
- TDC; finite elements; Maximum shear stress
- CLC:
- -
- DOI:
- 10.3969/j.issn.1671-6833.2007.03.010
- Abstract:
- Top-down cracking (TDC) is one of the causes of asphalt pavement failure, and it is also a hot spot in the field of road engineering. In order to explore the causes of TDC, a three-dimensional finite element model of pavement structure is established, and large-scale finite element software is used for calculation. The calculation results show that under the assumed wheel load, the maximum shear stress of the pavement structure occurs on the surface of the pavement, and the position is at the edge of the wheel track, and its size is close to or exceeds the shear strength of asphalt mixture at room temperature, which is the main reason for TDC in semi-rigid pavement.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01