Preliminary Research On Waste Rubber Application In Cement Bound Base Layer

Abstract

Besides all the positive characteristics of cement bound courses (CBC), it has some detrimental effects on the pavement wearing courses. Due to cement hydration, this mixture is affected by shrinkage. Shrinkage induces cracks in the whole layer which along with weather conditions propagate through asphalt layers in a short period. Also, it’s stiffness negatively affects cracks propagation without providing elastic support for upper layers. As a result, roads are covered with various damages which reduces driving comfort and safety and demand new financial investments. The focus is on reducing the detrimental effect of CBC on the pavement. Nowadays, large quantities of recycled rubber can be found on the market. Wasted rubber is a large ecological problem due to its long decomposition period. On the other hand, by mechanical grinding and separation process, suitable fractions of rubber can be obtained for use in construction. Consequently, the replacement of conventional material by crumb rubber reduces the consumption of natural material and energy for its exploitation. Appropriate amounts and fractions of recycled rubber have the potential to reduce shrinkage and increase the elasticity of CBC. Within this paper, preliminary research results will be presented on the possibilities of crumb rubber implementation in CBC and its effects on mechanical characteristics. By using recycled materials in construction processes we undertake a major step in the sustainable management of natural resources.

Impact of rubber aggregate treatment on the mechanical properties of cement stabilized base course with waste rubber

“…Primjena otpadne gume u stabilizacijskoj mješavini istražuje se i na Građevinskom i arhitektonskom fakultetu Osijek u okviru projekta "RubSuPave". Rezultati ovog projekta, također, pokazuju kako guma izaziva smanjenje tlačne čvrstoće mješavina [5][6][7]. Kvalitetu ovog materijala ponajprije karakterizira njegova tlačna čvrstoća.…”