600
Views
19
CrossRef citations to date
0
Altmetric
Original Articles

The influence of traffic moving speed on shakedown limits of flexible pavements

, , &
Pages 233-244 | Received 30 Mar 2016, Accepted 24 Jan 2017, Published online: 21 Feb 2017

References

  • Achenbach, J.D. , 1980. Wave propagation in elastic solids . Amsterdam: North-Holland.
  • Brown, S.F. , et al. , 2012. Validation experiments for lower bound shakedown theory applied to layered pavement systems. Géotechnique , 62, 923–932.10.1680/geot.11.P.050
  • Ceradni, G. , 1980. Dynamic shakedown in elastic-plasticity bodies. Journal of Engineering Mechanics Division , 106, 481–499.
  • Chazallon, C. , et al. , 2009. Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory. International Journal for Numerical and Analytical Methods in Geomechanics , 33, 45–70.10.1002/nag.v33:1
  • Chen, Y.M. and Wu, S.M. , 1991. A new method to solve characteristic equation of Rayleigh wave in a layered soil. Journal of Zhejiang University , 1 (25), 40–52.
  • Collins, I.F. and Cliffe, P.F. , 1987. Shakedown in frictional materials under moving surface loads. International Journal for Numerical and Analytical methods in Geomechanics , 11, 409–420.10.1002/(ISSN)1096-9853
  • Collins, I.F. , Wang, A.P. and Saunders, L.R. , 1993. Shakedown in layered pavements under moving surface loads. International Journal for Numerical and Analytical Methods in Geomechanics , 17, 165–174.10.1002/(ISSN)1096-9853
  • Connolly, D. , Giannopoulos, A. and Forde, M.C. , 2013. Numerical modelling of ground borne vibrations from high speed rail lines on embankments. Soil Dynamics and Earthquake Engineering , 46, 13–19.10.1016/j.soildyn.2012.12.003
  • Croney, D. and Croney, P. , 1991. The design and performance of road pavements . 2nd ed. London: McGraw-Hill.
  • Dassault Systèmes , 2010. ABAQUS/Explicit manual . version 6.10. Providence: Dassault Systèmes Simulia Corporation.
  • Eason, G. , 1965. The stresses produced in a semi-infinite solid by a moving surface force. International Journal of Engineering Science , 2, 581–609.10.1016/0020-7225(65)90038-8
  • Ghadimi, B. , Nikraz, H. , and Rosano M. , 2016. Dynamic simulation of a flexible pavement layers considering shakedown effects and soil–asphalt interaction. Transportation Geotechnics , 7, 40–58.10.1016/j.trgeo.2016.04.003
  • Graff, K.F. , 1975. Wave motion in elastic solids . Oxford: Clarendon Press.
  • Koiter, W.T. , 1960. General theorems for elastic–plastic solids. In: I.N. Sneddon and R. Hill , eds. Progress in solid mechanics . Amsterdam: North Holland, 165–221.
  • Kouroussis, G. , Verlinden, O. and Conti, C. , 2009. Ground propagation of vibrations from railway vehicles using a finite/infinite element model of the soil. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit , 223, 405–413.10.1243/09544097JRRT253
  • Krabbenhøft, K. , Lyamin, A.V. and Sloan, S.W. , 2007. Shakedown of a cohesive-frictional half-space subjected to rolling and sliding contact. International Journal of Solids and Structures , 44, 3998–4008.10.1016/j.ijsolstr.2006.11.001
  • Liu, S. , 2016. Application of shakedown theory in the structual design of bituminous pavements . Thesis (PhD). The University of Nottingham, UK.
  • Liu, S. , et al. , 2016. Shakedown solutions for pavements with materials following associated and non-associated plastic flow rules. Computers and Geotechnics , 78, 218–226.10.1016/j.compgeo.2016.05.005
  • Melan, E. , 1938. The stress state of a "Mises-Hencky" continuum under variable loads. Vienna: Conference Report of the Vienna Academy of Science, Mathematic Natural Scientific Division (Section IIa), 147, 73–87. (in German)
  • Nguyen, A.D. , Hachemi, A. and Weichert, D. , 2008. Application of the interior point methods to shakedown analysis of pavements. International Journal for Numerical Methods in Engineering , 75, 414–439.10.1002/nme.v75:4
  • Ponter, A.R.S. , Hearle, A.D. and Johnson, K.L. , 1985. Application of the kinematical shakedown theorem to rolling and sliding point contacts. Journal of the Mechanics and Physics of Solids , 33 (4), 339–362.10.1016/0022-5096(85)90033-X
  • Ponter, A.R.S. , et al. , 2006. Shakedown analyses for rolling and sliding contact problems. International Journal of Solids and Structures , 43, 4201–4219.10.1016/j.ijsolstr.2005.05.046
  • Powell, W.D. , et al. , 1984. The structural design of bituminous roads. Crowthorne: Transportation Research Laboratory Report , (LR 1132).
  • Raad, L. , Weichert, D. and Najm, W. , 1988. Stability of multilayer systems under repeated loads. Transportation Research Record , 1207, 181–186.
  • Radovsky, B.S. and Murashina, N.V. , 1996. Shakedown of subgrade soil under repeated loading. Transportation Research Record: Journal of the Transportation Research Board , 1547, 82–88.
  • Sharp, R.W. and Booker, J.R. , 1984. Shakedown of pavements under moving surface loads. Journal of Transportation Engineering , 110, 1–14.10.1061/(ASCE)0733-947X(1984)110:1(1)
  • Shiau, S.H. , 2001. Numerical methods for shakedown analysis of pavements under moving surface loads . Thesis (PhD). The University of Newcastle, Australia.
  • Shiau, S.H. and Yu, H.S. , 2000. Load and displacement prediction for shakedown analysis of layered pavements. Transportation Research Record: Journal of the Transportation Research Board , 1730, 117–124.
  • Thom, N. , 2008. Principles of pavement engineering . London: Thomas Telford.10.1680/pope.34808
  • Wang, J. and Yu, H.S. , 2013a. Residual stresses and shakedown in cohesive-frictional half-space under moving surface loads. Geomechanics and Geoengineering , 8, 1–14.10.1080/17486025.2012.759281
  • Wang, J. and Yu, H.S. , 2013b. Shakedown analysis for design of flexible pavements under moving loads. Road Materials and Pavement Design , 14 (3), 703–722.10.1080/14680629.2013.814318
  • Wang, J. and Yu, H.S. , 2014. Three-dimensional shakedown solutions for anisotropic cohesive-frictional materials under moving surface loads. International Journal for Numerical and Analytical Methods in Geomechanics , 38 (4), 331–348.10.1002/nag.v38.4
  • Yu, H.S. , 2005. Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences , 461, 1951–1964.10.1098/rspa.2005.1445
  • Yu, H.S. and Hossain, M.Z. , 1998. Lower bound shakedown analysis of layered pavements using discontinuous stress fields. Computer Methods in Applied Mechanics and Engineering , 167, 209–222.10.1016/S0045-7825(98)00120-0
  • Yu, H.S. and Wang, J. , 2012. Three-dimensional shakedown solutions for cohesive-frictional materials under moving surface loads. International Journal of Solids and Structures , 49 (26), 3797–3807.10.1016/j.ijsolstr.2012.08.011
  • Zhao, J.D. , Sloan, S.W. and Lyamin, A.V. , 2008. Bounds for shakedown of cohesive-frictional materials under moving surface loads. International Journal of Solids and Structures , 45, 3290–3312.10.1016/j.ijsolstr.2008.01.030

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.