Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model

Dong Cheng; Liu Wen-jie; Zhou Lun; Zhang Rui-lei; Kan Qian-hua; Leng Wu-ming

doi:doi:10.11648/j.ajce.20170506.22

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Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model

Dong Cheng, Liu Wen-jie, Zhou Lun, Zhang Rui-lei, Kan Qian-hua, Leng Wu-ming

Published in American Journal of Civil Engineering (Volume 5, Issue 6)

Received: 27 December 2017 Accepted: Published: 28 December 2017

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Abstract

The fatigue failure has become one of the main failure modes in asphalt pavement of expressway. However, due to the material nonlinear of the tire, pavement and subgrade, the contact nonlinear of tire-pavement and the influence factors, such as the tire inflation pressure, rotation speed, wheel load, the values and distributions of contact stress between tire and pavement are extremely complex and affect the tensile stress and tensile strain, as well as affect the wear, deformation and fatigue life of pavement. The three dimensional (hereinafter referred to as 3D) finite element model of tire-subgrade-pavement structure was established, and the steady-stable rolling of tire and stress-dependent dynamic resilient modulus of subgrade soil were considered in the model．Based on the mixed Euler-Lagrange describtion, the steady-state finite element analysis were carried to indicate the mechanism of fatigue cracking of asphalt pavement, the influences of rolling resistance of wheel, friction coefficient, axle load, tire pressure and running velocity on fatigue lives were discussed based on the tensile strain fatigue prediction model. The results show that the fatigue life of pavement decreases with the increasing rolling resistance of wheel, friction coefficient, wheel load and tire pressure, and it does not obvisouly depend on the running velocity. The study could provide a reference for the design of the flexible asphalt pavement structure and the evaluation of pavement fatigue life.

Published in	American Journal of Civil Engineering (Volume 5, Issue 6)
DOI	10.11648/j.ajce.20170506.22
Page(s)	400-407
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Asphalt Pavement, Finite Element Analysis, Dynamic Resilient Modulus, Steady-State Analysis, Fatigue Life

References

[1]	Tian bo, Zhao dui-jia. Stress analysis of cement concrete pavement with heavy loading [J]. China Journal of Highway & Transport, 2000, 02:16-19.
[2]	Gong xiu-qing. Research on Macrotexture Wear and Skid Resistance Degradation of Asphalt Pavement [D]. Beijing university of technology, 2014.
[3]	Yang jun, Li wei-nong, Cheng zhi-wei, et al. Finite element analysis of asphalt pavement on long-steep longitudinal slope [J]. Journal of Traffic & Transportation Engineering, 2010:20-24.
[4]	Xu zhi-hong, Li shu-ming, Gao ying, et al. Research on Fatigue Characteristic of Asphalt Mixture [J]. Journal of Traffic & Transportation Engineering, 2001.01:20-24.
[5]	Qiu yang-yang. Study on Local strain and fatigue life Estimation based on elastic-plastic finite element method for asphalt pavement [D]. Chang’an University, 2013.
[6]	Yang bo. Influencing Factors of Asphalt Pavement Rutting and Applications Based on Finite Element Method [D]. Chang’an University, 2010.
[7]	Wang bao-liang. The study of fatigue behavior of asphalt pavement under vehicle load [D], Chang’an University, 2008.
[8]	Liu jie. The finite element study of the interaction between the tyre and the steep incline [D]. Chongqing Jiaotong University, 2012.
[9]	Xie rui-li, Kan qian-hua, Kang guo-zheng, et al. Plastic Deformation Analysis for Different Kinds of High Strength Rail Steels Under Stable Wheel-Rail Contact [J]. Applied Mathematics & Mechanics, 2014. S1:127-130.
[10]	Mei zuo-zhou. Research on fatigue damage of highway asphalt pavement based on mixed lagrange-euler algorithm [D]. Southwest Jiaotong University, 2014.
[11]	Feng lin-ge. Finite Element Analysis of 11.00R20 All Steel Radial Truck Tire [D]. Qingdao University of Science and Technology, 2012.
[12]	JTG D40-2002. Specifications of cement concrete pavement design for highway [S].
[13]	JTG D50-2006. Specifications for design of highway asphalt pavement [S].
[14]	Cheng sheng-kai, Ling jian-ming, Luo zhi-gang. Stress-dependent characteristics and prediction model of the resilient modulus of subgrade soils [J]. China Civil Engineering Journal, 2007, 40(6): 95-99.
[15]	Ning xia-yuan, Dong cheng, Li zhi-yong, et al. A FEM-based method to implement the model of dynamic resilient modulus [J]. Rock and Soil Mechanics, 2015, 36(4): 1182-1188.
[16]	Dong cheng, Leng wu-ming, Li zhi-yong, et al. Experimental study of dynamic resilient modulus of the cement improved high liquid limit clay [J]. Rock and Soil Mechanics, 2013, 34(1): 133-138.
[17]	Wang hui. Study on different Fibres Influences on Pavement Performances of SMA [D]. Changsha University of Science & Technology, 2007.

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APA Style

Dong Cheng, Liu Wen-jie, Zhou Lun, Zhang Rui-lei, Kan Qian-hua, et al. (2017). Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. American Journal of Civil Engineering, 5(6), 400-407. https://doi.org/10.11648/j.ajce.20170506.22

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ACS Style

Dong Cheng; Liu Wen-jie; Zhou Lun; Zhang Rui-lei; Kan Qian-hua, et al. Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. Am. J. Civ. Eng. 2017, 5(6), 400-407. doi: 10.11648/j.ajce.20170506.22

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AMA Style

Dong Cheng, Liu Wen-jie, Zhou Lun, Zhang Rui-lei, Kan Qian-hua, et al. Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. Am J Civ Eng. 2017;5(6):400-407. doi: 10.11648/j.ajce.20170506.22

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@article{10.11648/j.ajce.20170506.22,
  author = {Dong Cheng and Liu Wen-jie and Zhou Lun and Zhang Rui-lei and Kan Qian-hua and Leng Wu-ming},
  title = {Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {6},
  pages = {400-407},
  doi = {10.11648/j.ajce.20170506.22},
  url = {https://doi.org/10.11648/j.ajce.20170506.22},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170506.22},
  abstract = {The fatigue failure has become one of the main failure modes in asphalt pavement of expressway. However, due to the material nonlinear of the tire, pavement and subgrade, the contact nonlinear of tire-pavement and the influence factors, such as the tire inflation pressure, rotation speed, wheel load, the values and distributions of contact stress between tire and pavement are extremely complex and affect the tensile stress and tensile strain, as well as affect the wear, deformation and fatigue life of pavement. The three dimensional (hereinafter referred to as 3D) finite element model of tire-subgrade-pavement structure was established, and the steady-stable rolling of tire and stress-dependent dynamic resilient modulus of subgrade soil were considered in the model．Based on the mixed Euler-Lagrange describtion, the steady-state finite element analysis were carried to indicate the mechanism of fatigue cracking of asphalt pavement, the influences of rolling resistance of wheel, friction coefficient, axle load, tire pressure and running velocity on fatigue lives were discussed based on the tensile strain fatigue prediction model. The results show that the fatigue life of pavement decreases with the increasing rolling resistance of wheel, friction coefficient, wheel load and tire pressure, and it does not obvisouly depend on the running velocity. The study could provide a reference for the design of the flexible asphalt pavement structure and the evaluation of pavement fatigue life.},
 year = {2017}
}

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TY  - JOUR
T1  - Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model
AU  - Dong Cheng
AU  - Liu Wen-jie
AU  - Zhou Lun
AU  - Zhang Rui-lei
AU  - Kan Qian-hua
AU  - Leng Wu-ming
Y1  - 2017/12/28
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170506.22
DO  - 10.11648/j.ajce.20170506.22
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 400
EP  - 407
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170506.22
AB  - The fatigue failure has become one of the main failure modes in asphalt pavement of expressway. However, due to the material nonlinear of the tire, pavement and subgrade, the contact nonlinear of tire-pavement and the influence factors, such as the tire inflation pressure, rotation speed, wheel load, the values and distributions of contact stress between tire and pavement are extremely complex and affect the tensile stress and tensile strain, as well as affect the wear, deformation and fatigue life of pavement. The three dimensional (hereinafter referred to as 3D) finite element model of tire-subgrade-pavement structure was established, and the steady-stable rolling of tire and stress-dependent dynamic resilient modulus of subgrade soil were considered in the model．Based on the mixed Euler-Lagrange describtion, the steady-state finite element analysis were carried to indicate the mechanism of fatigue cracking of asphalt pavement, the influences of rolling resistance of wheel, friction coefficient, axle load, tire pressure and running velocity on fatigue lives were discussed based on the tensile strain fatigue prediction model. The results show that the fatigue life of pavement decreases with the increasing rolling resistance of wheel, friction coefficient, wheel load and tire pressure, and it does not obvisouly depend on the running velocity. The study could provide a reference for the design of the flexible asphalt pavement structure and the evaluation of pavement fatigue life.
VL  - 5
IS  - 6
ER  -

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Author Information

Dong Cheng

Hunan Communications Research Institute Limited Company, Changsha, China; School of Civil Engineering, Central South University, Changsha, China
Liu Wen-jie

Hunan Communications Research Institute Limited Company, Changsha, China; School of Civil Engineering, Central South University, Changsha, China
Zhou Lun

Hunan Communications Research Institute Limited Company, Changsha, China
Zhang Rui-lei

Hunan Communications Research Institute Limited Company, Changsha, China
Kan Qian-hua

School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu, China
Leng Wu-ming

School of Civil Engineering, Central South University, Changsha, China

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Plain Text BibTeX RIS

APA Style

Dong Cheng, Liu Wen-jie, Zhou Lun, Zhang Rui-lei, Kan Qian-hua, et al. (2017). Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. American Journal of Civil Engineering, 5(6), 400-407. https://doi.org/10.11648/j.ajce.20170506.22

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ACS Style

Dong Cheng; Liu Wen-jie; Zhou Lun; Zhang Rui-lei; Kan Qian-hua, et al. Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. Am. J. Civ. Eng. 2017, 5(6), 400-407. doi: 10.11648/j.ajce.20170506.22

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AMA Style

Dong Cheng, Liu Wen-jie, Zhou Lun, Zhang Rui-lei, Kan Qian-hua, et al. Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model. Am J Civ Eng. 2017;5(6):400-407. doi: 10.11648/j.ajce.20170506.22

Copy | Download

@article{10.11648/j.ajce.20170506.22,
  author = {Dong Cheng and Liu Wen-jie and Zhou Lun and Zhang Rui-lei and Kan Qian-hua and Leng Wu-ming},
  title = {Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {6},
  pages = {400-407},
  doi = {10.11648/j.ajce.20170506.22},
  url = {https://doi.org/10.11648/j.ajce.20170506.22},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170506.22},
  abstract = {The fatigue failure has become one of the main failure modes in asphalt pavement of expressway. However, due to the material nonlinear of the tire, pavement and subgrade, the contact nonlinear of tire-pavement and the influence factors, such as the tire inflation pressure, rotation speed, wheel load, the values and distributions of contact stress between tire and pavement are extremely complex and affect the tensile stress and tensile strain, as well as affect the wear, deformation and fatigue life of pavement. The three dimensional (hereinafter referred to as 3D) finite element model of tire-subgrade-pavement structure was established, and the steady-stable rolling of tire and stress-dependent dynamic resilient modulus of subgrade soil were considered in the model．Based on the mixed Euler-Lagrange describtion, the steady-state finite element analysis were carried to indicate the mechanism of fatigue cracking of asphalt pavement, the influences of rolling resistance of wheel, friction coefficient, axle load, tire pressure and running velocity on fatigue lives were discussed based on the tensile strain fatigue prediction model. The results show that the fatigue life of pavement decreases with the increasing rolling resistance of wheel, friction coefficient, wheel load and tire pressure, and it does not obvisouly depend on the running velocity. The study could provide a reference for the design of the flexible asphalt pavement structure and the evaluation of pavement fatigue life.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Evaluation on Fatigue Life of Expressway Asphalt Pavement Based on Tire-Pavement-Subgrade Coupling Model
AU  - Dong Cheng
AU  - Liu Wen-jie
AU  - Zhou Lun
AU  - Zhang Rui-lei
AU  - Kan Qian-hua
AU  - Leng Wu-ming
Y1  - 2017/12/28
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170506.22
DO  - 10.11648/j.ajce.20170506.22
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 400
EP  - 407
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170506.22
AB  - The fatigue failure has become one of the main failure modes in asphalt pavement of expressway. However, due to the material nonlinear of the tire, pavement and subgrade, the contact nonlinear of tire-pavement and the influence factors, such as the tire inflation pressure, rotation speed, wheel load, the values and distributions of contact stress between tire and pavement are extremely complex and affect the tensile stress and tensile strain, as well as affect the wear, deformation and fatigue life of pavement. The three dimensional (hereinafter referred to as 3D) finite element model of tire-subgrade-pavement structure was established, and the steady-stable rolling of tire and stress-dependent dynamic resilient modulus of subgrade soil were considered in the model．Based on the mixed Euler-Lagrange describtion, the steady-state finite element analysis were carried to indicate the mechanism of fatigue cracking of asphalt pavement, the influences of rolling resistance of wheel, friction coefficient, axle load, tire pressure and running velocity on fatigue lives were discussed based on the tensile strain fatigue prediction model. The results show that the fatigue life of pavement decreases with the increasing rolling resistance of wheel, friction coefficient, wheel load and tire pressure, and it does not obvisouly depend on the running velocity. The study could provide a reference for the design of the flexible asphalt pavement structure and the evaluation of pavement fatigue life.
VL  - 5
IS  - 6
ER  -

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