948
Views
65
CrossRef citations to date
0
Altmetric
Articles

Predicting permanent deformation behaviour of unbound granular materials

&
Pages 587-601 | Received 01 Jun 2013, Accepted 23 Feb 2014, Published online: 01 Aug 2014

References

  • ARA Inc., 2004. Design of New and Reconstructed Flexible Pavements. In: Guide for the mechanistic-empirical design of new and rehabilitated pavement structures, Chapter 3. National Cooperative Highway Research Program (NCHRP), Transport Research Board, National Research Council, USA, Final report, part 3. Design analysis No. 1-37A.
  • Arnold, G.K., 2004. Rutting of granular pavements. Thesis (PhD). University of Nottingham, England.
  • CEN-European Committee for Standardization, 2004a. Cyclic load triaxial test for unbound mixtures. Brussels: European Standard. EN 13286-7.
  • CEN-European Committee for Standardization, 2004b. Test methods for the determination of the laboratory reference density and water content: proctor compaction. Brussels: European Standard. EN 13286-2.
  • Cerni, G., et al., 2012. Characterisation of permanent deformation behaviour of unbound granular materials under repeated triaxial loading. Construction and Building Materials, 28, 79–87.
  • Dawson, A.R. and Wellner, F., 1999. Plastic Behaviour of granular materials. Nottingham: The University of Nottingham. Reference PRG99014, April, 1999, Final report ARC Project 933.
  • El-Basyouny, M.M., Witczak, M., and Kaloush, K., 2005. Development of the permanent deformation models for the 2002 design guide. In: Compendium of papers of the annual meeting of the transportation research board of the national academies, Washington, DC.
  • Erlingsson, S. and Magnusdottir, B., 2002. Dynamic triaxial testing of unbound granular base course materials. In: Proceedings of the 6th international conference on bearing capacity of roads and airfields, BCRA ’02, Lisbon, Portugal, Lisse, Netherlands: Balkema, 989–1000.
  • Erlingsson, S. and Rahman, M.S., 2013. Evaluation of permanent deformation characteristics of unbound granular materials by means of multistage repeated-load triaxial tests. Transport Research Record: Journal of the Transportation Research Board, 2369, 11–19.
  • Gidel, G., et al., 2001. A new approach for investigating the permanent deformation behaviour of unbound granular material using the repeated load triaxial apparatus. Bulletin de Liaison des Laboratoires des Ponts et Chaussées, 233, 5–21.
  • Hicks, R.G. and Monismith, C.L., 1971. Factors influencing the resilient response of granular materials. Highway Research Record, 345, 15–31.
  • Hornych, P. and Absamad, A.E., 2004. Selection and evaluation of models for prediction of permanent deformations of unbound granular materials in road pavements. Competitive and Sustainable Growth (GROWTH) Programme, SAM-05-DE10.
  • Hornych, P., Corté, J.F., and Paute, J.L., 1993. Étude des Déformations Permanentes sous Chargements Répétés de Trois Graves non Traitées. Bulletin de Liaison des Laboratoires des Ponts et Chaussées, 184, 77–84, (In French).
  • Huang, Y.H., 2004. Pavement analysis and design. 2nd ed. Upper Saddle River, NJ: Pearson Education.
  • Korkiala-Tanttu, L., 2005. A new material model for permanent deformations in pavements. In: Proceedings of the 7th international conference on bearing capacity of roads and airfields, BCRRA ’05, Trondheim, Norway.
  • Lekarp, F., 1999. Resilient and permanent deformation behavior of unbound aggregates under repeated loading. Thesis (PhD). Royal Institute of Technology (KTH), Stockholm, Sweden.
  • Rahman, S. and Erlingsson, S., 2012. Moisture sensitivity of unbound granular materials. In: Proceedings of the 4th European pavement and asset management conference (EPAM4), September 2012, Malmö, Sweden.
  • Seed, H.B., Chan, C.K., and Lee, C.E., 1962. Resilient characteristics of subgrade soils and their relations to fatigue in asphalt pavements. In: Proceedings of international conference on structural design of asphalt pavements, Ann Arbor, USA. Vol. 1. 611–636.
  • Sharp, R., 1985. Pavement design based on shakedown analysis. Transport Research Record: Journal of the Transportation Research Board, 1022, 99–107.
  • Sharp, R. and Booker, J., 1984. Shakedown of pavements under moving surface loads. Journal of Transportation Engineering, 110 (1), 1–14.
  • Sweere, G.T.H., 1990. Unbound granular bases for roads. Thesis (PhD). Delft University of Technology, Netherlands.
  • Tao, M., et al., 2010. Application of shakedown theory in characterizing traditional and recycled pavement base materials. Journal of Transportation Engineering, 136 (3), 214–222.
  • Tholen, O., 1980. Falling weight deflectometer: a device for bearing capacity measurements: properties and performance. Stockholm: Department of Highway Engineering, Royal Institute of Technology (KTH). Degree project.
  • Tseng, K.H. and Lytton, R.L., 1989. Prediction of permanent deformation in flexible pavement materials. In: H.G. Schrauders and C.R. Marek, eds. Implication of aggregates in design, construction, and performance of flexible pavements. Philadelphia, PA: American Society for Testing and Materials, 154–172. ASTM STP 1016.
  • Uthus, L., 2007. Deformation Properties of Unbound Granular Aggregates. Thesis (PhD). Norwegian University of Science and Technology, Trondheim.
  • Uzan, J., 1985. Characterization of Granular Material. Transport Research Record: Journal of the Transportation Research Board, 1022, 52–59.
  • Uzan, J., 2004. Permanent deformation in flexible pavements. Journal of Transportation Engineering, 130 (1), 6–13.
  • Werkmeister, S., 2003. Permanent deformation behavior of unbound granular materials. Thesis (PhD). University of Technology, Dresden, Germany.
  • Werkmeister, S., 2006. Shakedown analysis of unbound granular materials using accelerated pavement test results from New Zealand's CAPTIF facility. Pavement Mechanics and Performance, 154, 220–228.
  • Werkmeister, S., Dawson, A.R., and Wellner, F., 2001. Permanent deformation behavior of granular materials and the shakedown concept. Transport Research Record: Journal of the Transportation Research Board, 1757, 75–81.
  • Werkmeister, S., Dawson, A.R., and Wellner, F., 2004. Pavement design model for unbound granular materials. Journal of Transportation Engineering, 130 (5), 665–674.
  • Wood, D.M., 1990. Soil behaviour and critical state soil mechanics. Cambridge: Cambridge University Press.

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.