Efeito do líquido da Castanha do Caju (LCC) nas propriedades reológicas do ligante asfáltico modificado por SBS

• Ano de defesa: 2010
• Autor(a) principal: Rodrigues, Fabíola Odete
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Palavras-chave em Português: Transportes; Asfalto
• Link de acesso: http://www.repositorio.ufc.br/handle/riufc/581

The objective of this study was to modify the asphalt binder (LA) with 50/70 penetration by incorporating SBS (3, 4 and 4.5%) and the cashew nut shell liquid (CNSL) (1% w/w). The studies were directed towards assessing and analyzing the rheological master curves obtained from tests on a dynamic-shear rheometer (DSR). In addition, we assessed the effects of additives in relation to the viscosity, storage stability, and oxidative aging simulated at the RTFOT. The results indicated that the addition of SBS increases the stiffness and the elastic response of the binder at high temperatures. The master curves showed improvements in the rheological parameters at intermediate and high temperatures, where the process of permanent deformation occurs. Samples with SBS contents 3, 4 and 4.5% were tested for storage stability for 48 hours. The sample with 3% SBS showed no phase separation when stored under the conditions investigated, however, samples with 4 and 4.5% of SBS showed phase separation. In these samples (4 and 4.5%), the addition of CNSL embedded in the modified binder by SBS show the potential to estabilize the binder-polymer mixture, avoiding phase separation. The CNSL, therefore, proved to be potentially useful to prevent phase separation of the LAs with the polymer. The results also indicate that the presence of CNSL promoted a reduction in viscosity and flow activation energy of the binder modified by SBS, contributing thus to improve the thermal susceptibility of the modified binder. Tests of resilient modulus (MR) and tensile strength (RT) in asphalt mixtures containing modified binder suggest that the presence of SBS makes the mixture less susceptible to deformation and failure than mixtures with pure LA. However, the asphalt mixture containing the binder modified by SBS with the addition of CNSL presents an even greater hardening when compared to the SBS blend containing no additive. It is likely that the presence of polymerized CNSL has contributed to the hardening of the sample.