Skip to main content
Log in

Forecasting of the Residual Life of Pavements on Highways Based on the Analysis of Energy Dissipation under the Dynamic Influence of Transport

  • Published:
Journal of Friction and Wear Aims and scope Submit manuscript

Abstract

The aim of the study is to develop a method for predicting the residual life of road surfaces on highways based on the analysis of energy dissipation under the dynamic influence of transport. To solve this problem, the method of analyzing its stress-strain state is applied, based on the exact solution of the dynamic Lame equation, which allows constructing the amplitude-time characteristics of displacements, strains, and stresses. Based on the constructed amplitude-time characteristics of stresses and strains, a dynamic hysteresis loop is constructed, the area of which corresponds to the volume of dissipation energy in the structure of the pavement for a single deformation cycle. Based on the presented computational approach, a method for determining the calculated total energy dissipation in the structure of the pavement over the service life was developed. Using the FWD shock loading unit and a mobile diagnostic laboratory, an experimental method for determining the total energy dissipation over the service life of the pavement was developed. Their comparison allows predicting wear and determining the residual life and service life of road coverings on highways as well as assigning corrective measures for their restoration.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1.
Fig. 2.
Fig. 3.
Fig. 4.
Fig. 5.
Fig. 6.

REFERENCES

  1. Torskaya, E.V., Stepanov, F.I., and Lushnikov, N.A., Simulation of pavement deformation by a moving load, J. Frict. Wear, 2021, vol. 42, no. 2, pp. 96–100.

    Article  Google Scholar 

  2. Zeng, G., Xu, W., and Huang, H., Study of the strain response of asphalt pavements on orthotropic steel bridge decks through field testing and numerical simulation, J. Test. Eval., 2018, vol. 48, no. 2, pp. 1615–1633.

    Google Scholar 

  3. Hassani, A., Taghipoor, M., and Karimi, M.M., A state of the art of semi-flexible pavements: Introduction, design, and performance, Construct. Build. Mater., 2020, vol. 253, p. 119196.

    Article  Google Scholar 

  4. Lyapin, A., Beskopylny, A., and Meskhi, B., Structural monitoring of underground structures in multi-layer media by dynamic methods, Sensors, 2020, no. 18, p. 5241.

  5. Lyapin, A.A., On the layered structures material properties definition, IOP Conf. Ser.: Mater. Sci. Eng., 2019, vol. 698, no. 6, p. 066015.

  6. Huang, W. et al., Energy analysis for evaluating durability of porous asphalt mixture, Construct. Build. Mater., 2022, vol. 326, p. 126819.

    Article  Google Scholar 

  7. Zhu, X., Yang, Y., Zhao, H., Jelagin, D., Chen, F., Gilabert, F.A., and Guarin, A., Effects of surface texture deterioration and wet surface conditions on asphalt runway skid resistance, Tribol. Int., 2021, vol. 153, p. 106589.

    Article  Google Scholar 

  8. Shen, F. and Zhou, K., Investigation on thermal response in fretting sliding with the consideration of plastic dissipation, surface roughness and wear, Int. J. Mech. Sci., 2018, vol. 148, pp. 94–102.

    Article  Google Scholar 

  9. Wang, D., Zhu, Z., and Song, D., Effects of tensile stress ratio and amplitude on tension-torsion fretting-corrosion-fatigue behaviors of non-perpendicularly crossed steel wires, Eng. Failure Anal., 2020, vol. 117, p. 104839.

    Article  Google Scholar 

  10. Llavori, I. et al., A coupled 3D wear and fatigue numerical procedure: Application to fretting problems in ultra-high strength steel wires, Int. J. Fatigue, 2021, vol. 143, p. 106012.

    Article  Google Scholar 

  11. Voznesenskii, E.A. et al., Use of seismoacoustic data to assess the dynamic stability of soils in a rock mass, Razvedka Okhrana Nedr, 2005, no. 12, pp. 41–46.

  12. Uglova, E.V., Tiraturyan, A.N., and Akulov, V.V., Soil deformability parameters of the working layer of the subgrade soil of automobile roads, Soil Mech. Found. Eng., 2022, vol. 59, no. 2, pp. 154–158.

    Article  Google Scholar 

  13. Tiraturyan, A.N., Uglova, E.V., and Lyapin, A.A., An energy method for determining the residual resource of nonrigid road pavements at the stage of operation, Russ. J. Nondestr. Test., 2020, vol. 56, no. 10, pp. 864–872.

    Article  Google Scholar 

  14. Uglova, E. and Tiraturyan, A., Calculation of the damping factors of the flexible pavement structure courses according to the in-place testing data, Proc. Eng., 2017, vol. 187, pp. 742–748.

    Article  Google Scholar 

Download references

Funding

The research is carried out as part of a grant from the President of the Russian Federation for state support of young Russian scientists—candidates of sciences (application MK-242.2022.4.).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. N. Tiraturyan.

Additional information

Translated by K. Gumerov

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Tiraturyan, A.N. Forecasting of the Residual Life of Pavements on Highways Based on the Analysis of Energy Dissipation under the Dynamic Influence of Transport. J. Frict. Wear 44, 91–96 (2023). https://doi.org/10.3103/S1068366623020113

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.3103/S1068366623020113

Keywords:

Navigation