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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:TAN Yi-qiu,CHEN Feng-chen,LIU Hao,SU Xin,DONG Ze-jiao,DONG Yu-ming.New approach for calculating permanent deformation in asphalt pavement[J].Journal of Harbin Institute Of Technology(New Series),2010,17(5):711-715.DOI:10.11916/j.issn.1005-9113.2010.05.021.
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New approach for calculating permanent deformation in asphalt pavement
Author NameAffiliation
TAN Yi-qiu School of Traffic Science and Engineering,Harbin Institute of Technology,Harbin 150090,China 
CHEN Feng-chen School of Traffic Science and Engineering,Harbin Institute of Technology,Harbin 150090,China
China Airport Construction Corporation of CAAC,Beijing 100101,China 
LIU Hao Beijing Municipal Road and Bridge Building Material Group Co.LTD,Beijing 100176,China 
SU Xin China Airport Construction Corporation of CAAC,Beijing 100101,China 
DONG Ze-jiao School of Traffic Science and Engineering,Harbin Institute of Technology,Harbin 150090,China 
DONG Yu-ming Beijing Municipal Road and Bridge Building Material Group Co.LTD,Beijing 100176,China 
Abstract:
A new approach using the Fiber Bragg Grating(FBG)sensor and viscoelastic model to monitor and analyze the internal strain and temperature of asphalt pavement is proposed.Some parameters including peak strain,temperature and loading time were calculated with the application of multi-dimensional sensors group.These parameters were incorporated with viscoelastic model of five units to evaluate the permanent deformation of pavement.An application example was conducted,and the results show that it is feasible to analyze and calculate the permanent deformation of pavement structures with FBG sensors.
Key words:  fiber bragg grating  sensors  permanent deformation  strain  viscoelastic
DOI:10.11916/j.issn.1005-9113.2010.05.021
Clc Number:U416.217
Fund:

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