Computer Simulation of Low Volume Roads Made from Recycled Materials
Authors: Aleš Florian, Lenka Ševelová
Abstract:
Low volume roads are widely used all over the world. To improve their quality the computer simulation of their behavior is proposed. The FEM model enables to determine stress and displacement conditions in the pavement and/or also in the particular material layers. Different variants of pavement layers, material used, humidity as well as loading conditions can be studied. Among others, the input information about material properties of individual layers made from recycled materials is crucial for obtaining results as exact as possible. For this purpose the cyclic-load triaxial test machine testing of cyclic-load performance of materials is a promising test method. The test is able to simulate the real traffic loading on particular materials taking into account the changes in the horizontal stress conditions produced in particular layers by crossings of vehicles. Also the test specimen can be prepared with different amount of water. Thus modulus of elasticity (Young modulus) of different materials including recycled ones can be measured under the different conditions of horizontal and vertical stresses as well as under the different humidity conditions. Using the proposed testing procedure the modulus of elasticity of recycled materials used in the newly built low volume road is obtained under different stress and humidity conditions set to standard, dry and fully saturated level. Obtained values of modulus of elasticity are used in FEA.
Keywords: FEA, FEM, geotechnical materials, low volume roads, pavement, triaxial test, Young modulus.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1335804
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[1] Czech Standard TP 170. “Design of pavement structures”, 2004.
[2] P. Hornych, and A. El Abd, “Performance-based specifications; Selection and evaluation of models for prediction of permanent deformations of unbound granular materials in road pavements,” SAMARIS SAM-05-DE10, 2004.
[3] A. Saeed, J. W. Hall Jr., and W. Barker, “Performance – Related Tests of Aggregates for Use in Unbound Pavement Layers,” NCHRP report 453, 2001.
[4] S. Werkmeister, R. Numrich, A. R. Dawson, and F. Wellner, “Design of granular pavement layers considering climatic conditions,” Transportation Research Board, 82th Annual Meeting, Washington D. C., 2003.
[5] EUROCODE EN 13286-7. “Unbound and hydraulically bound mixtures – Part 7: Cyclic load triaxial test for unbound mixtures,” 2004.
[6] Czech Standard CSN 73 6133. “Road earthwork - design and execution,” 2010.