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Authors: Shengbo Zhou 1 ; Junlin Liang 2 ; Jianping Xiong 3 and Hao Wei 4

Affiliations: 1 Guangxi XINFAZHAN Communications Group;Key Laboratory of Road Structure and Materials of Guangxi, Research and Development Center on Technologies,Materials and Equipment of High Grade Highway Construction and Maintenance Ministry of Transport,PRC, Guangxi Transportation Research Institute Ltd, Nanning andChina, China ; 2 College of Civil Engineering and Architecture andGuangxi University, China ; 3 Key Laboratory of Road Structure and Materials of Guangxi, Research and Development Center on Technologies,Materials and Equipment of High Grade Highway Construction and Maintenance Ministry of Transport,PRC, Guangxi Transportation Research Institute Ltd, Nanning andChina, China ; 4 Guangxi Transportation Research Institute Ltd, China

Keyword(s): Road Engineering; Residual Flexural Strength;Fatigue Life; Loading-High Temperature- Wetting-Drying Cycle; Pavement Concrete

Abstract: Research on the residual flexural strength and fatigue life of pavement cement concrete in Guang Xi region under loading-high temperature-wetting-drying cycle condition to obtain the pavement concrete fatigue strength damage and the residual life prediction model. Based on defining fatigue strength damage variable and constructing residual flexural strength model, the nonlinear mathematical equation between residual flexural strength and such parameters as number of loading, placing time in high temperature and wetting-drying environment is established. Results showed that it can better reflect the decreasing process of pavement cement concrete strength after fatigue damage. The S-N curvilinear equation and failure probability were introduced to analyze the fatigue life of pavement cement concrete, results indicated that the single logarithmic equation can be used to predict the fatigue life accurately with different probability, and it accord with the Weibull distribution. the speci fic double parameters in Weibull distribution function was given for pavement concrete fatigue life in this multi-field environment. (More)

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Paper citation in several formats:
Zhou, S.; Liang, J.; Xiong, J. and Wei, H. (2019). Fatigue Life Prediction Model of Pavement Cement Concrete under Multi-field Coupling Condition. In Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM; ISBN 978-989-758-345-2, SciTePress, pages 34-42. DOI: 10.5220/0007525800340042

@conference{icimm19,
author={Shengbo Zhou. and Junlin Liang. and Jianping Xiong. and Hao Wei.},
title={Fatigue Life Prediction Model of Pavement Cement Concrete under Multi-field Coupling Condition},
booktitle={Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM},
year={2019},
pages={34-42},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0007525800340042},
isbn={978-989-758-345-2},
}

TY - CONF

JO - Proceedings of the 2nd International Conference on Intelligent Manufacturing and Materials - ICIMM
TI - Fatigue Life Prediction Model of Pavement Cement Concrete under Multi-field Coupling Condition
SN - 978-989-758-345-2
AU - Zhou, S.
AU - Liang, J.
AU - Xiong, J.
AU - Wei, H.
PY - 2019
SP - 34
EP - 42
DO - 10.5220/0007525800340042
PB - SciTePress