TY - GEN
T1 - Similarity analysis of rutting test for asphalt pavement based on similarity theory
AU - Dong, Zejiao
AU - Cheng, Xiaoliang
AU - Zheng, Hao
AU - Tan, Yiqiu
PY - 2009
Y1 - 2009
N2 - Generally, the performance of asphalt pavement at high temperature is evaluated by rutting test. However, few researches focusing on the mechanical similarity between the rutting test specimen and the actual asphalt pavement structure has been carried out. As a result, based on Similarity Theory, the mechanical similarity between rutting test specimen and typical asphalt pavement structure through using three-dimensional finite element simulation was analyzed. At first, the similarity parameters were derived based on the Similarity Theory. Then, the loading types, boundary conditions and material parameters of finite element models were listed here. Finally, typical mechanical states in an actual pavement structure and rutting test were compared and analyzed. The result indicates that there are some differences in the distribution of stress and strain field between the two cases due to the different boundary conditions and object sizes studied. However, it can be made up with a proper design to the specimen and loading area in rutting test.
AB - Generally, the performance of asphalt pavement at high temperature is evaluated by rutting test. However, few researches focusing on the mechanical similarity between the rutting test specimen and the actual asphalt pavement structure has been carried out. As a result, based on Similarity Theory, the mechanical similarity between rutting test specimen and typical asphalt pavement structure through using three-dimensional finite element simulation was analyzed. At first, the similarity parameters were derived based on the Similarity Theory. Then, the loading types, boundary conditions and material parameters of finite element models were listed here. Finally, typical mechanical states in an actual pavement structure and rutting test were compared and analyzed. The result indicates that there are some differences in the distribution of stress and strain field between the two cases due to the different boundary conditions and object sizes studied. However, it can be made up with a proper design to the specimen and loading area in rutting test.
UR - https://www.scopus.com/pages/publications/71549158845
U2 - 10.1061/41047(354)10
DO - 10.1061/41047(354)10
M3 - 会议稿件
AN - SCOPUS:71549158845
SN - 9780784410479
T3 - Geotechnical Special Publication
SP - 68
EP - 73
BT - Performance Modeling and Evaluation of Pavement Systems and Materials
T2 - 2009 GeoHunan International Conference - Performance Modeling and Evaluation of Pavement Systems and Materials
Y2 - 3 August 2009 through 6 August 2009
ER -