A quiet roadway pavement will reduce noise in Lithuania

May 7, 2014
According to the European Environment Agency, nearly half of the urban population of the European Union suffer from the excessive noise. The noise caused by road, rail and air transport is the primary source of the noise. In order to resolve this issue, scientists of Vilnius Gediminas Technical University (VGTU) modelled a silent asphalt overlay, adjusted for the climate conditions of our country, which would reduce noise level by 2 to 4 decibels, significantly improving Lithuanian‘s quality of life. 



Based on the noise testing studies performed in Vilnius, the noise norms, fixed for the residential districts of our capital, are often exceeded by 5 to 10 decibels at least, so the quiet road pavement will reduce the noise till the permissible limits. While using specific structure of the newer asphalt mixtures, produced from the usual materials, the contact between the tyres and the new roadway will result in less noise, and part of the noise will be absorbed.



"The detailed analysis of the long-term noise testing abroad, proved that the road surface, used in warm climate countries, would not be effective in Lithuania because of the frequent changes in temperature from the positive to the negative one, and vice versa. So, the new asphalt mixtures are specially created, adapting them to the changing climate in Lithuania. Next year we expect to install several stretches of the experimental pavement for the continued studies under operating conditions“, – said Audrius Vaitkus, the Director of the Road Testing Institute. 



When trying the new asphalt mixtures, the unique testing of the acoustic characteristics and resistance to the climatic conditions have been performed in Lithuania – for the first time asphalt samples were subjected to the artificial freezing and unfreezing in water, so as to simulate the aggressive ambient winter conditions. 



The aim of the scientists is to develop such asphalt mixtures, which have similar operating characteristics to those of gravel and mastic asphalt as well as asphalt. The same composition of rubble, mineral powder and bitumen, but with different proportions, will be used for their production.



While creating the quiet road pavement according to the Lithuanian concept, the surface texture has been optimized, by reducing the biggest mineral substances‘ particle and its distribution in the mixture. Thus, the mineral particles and air voids form a smooth surface, allowing to reduce the vibrations of the tyre. The bigger air voids‘ number also increases the absorption of the sound waves, spreading over the surface.



VGTU scientists affirm, that the price of the quiet road pavement would be partially higher than that of the normally used one, but taking into consideration that a thinner coating layer is necessary, it would economically pay-off. The special asphalt mixtures would create the added value, by improving inhabitants living conditions, too.

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VILNIUS TECH Library invites you to follow the published new dissertations. The dissertation „Moment–curvature analysis of concrete beams reinforced with steel bars and fibres“ prepared at VILNIUS TECH by Amarjeet Kumar. The dissertation was prepared in 2021–2026. Scientific consultant – Prof. Dr Habil. Gintaris Kaklauskas. The dissertation was defended at the public meeting of the Dissertation Defence Council of the Scientific Field of Civil Engineering in the Aula Doctoralis Meeting Hall of Vilnius Gediminas Technical University at 2 p.m. on 16 September 2026. This dissertation presents a simplified curvature-based analytical framework for predicting the cracking behaviour of reinforced and steel fibre-reinforced concrete (R/SFRC) beams subjected to flexural loading. Existing analytical and code-based approaches rely on experimentally determined residual tensile-strength parameters and simplified constitutive assumptions, resulting in inconsistent deformation predictions. Therefore, this research develops an analytical model to predict the moment–curvature response of R/SFRC members without direct dependence on residual tensile strength testing. The First Chapter examines the mechanisms governing deformation and cracking in R/SFRC beams with and without steel bars subjected to bending. Various analytical approaches for evaluating serviceability performance are reviewed, with particular emphasis on curvature-based analysis as a fundamental parameter for describing structural response. Existing curvature models and the theoretical backgrounds are critically discussed, followed by a survey of previously proposed curvature formulations for deformation and cracking assessment. The Second Chapter presents the development of an enhanced analytical moment–curvature model for R/SFRC members by extending the formulation proposed by Kaklauskas et al. (2024). The proposed model incorporates fibre contribution at both cracking and fully cracked stages through two parameters, γ₁ and γ₂. In addition, the ACI-based cracking moment formulation was replaced with a Eurocode 2 approach to improve compatibility with European design standards. Regression-based expressions for these parameters were established using an extensive experimental database and validated against existing analytical models and code-based formulations, including Model Code 2020 and RILEM 162 TDF. The proposed model demonstrated improved predictive accuracy, achieving an overall prediction error of approximately 1.5% with a coefficient of variation of 0.228. The Third Chapter presents an experimental and analytical investigation of R/SFRC beams reinforced with conventional and dual hooked-end steel fibres. The proposed framework successfully described the tension stiffening behaviour of the tested members. Beams reinforced with dual hooked-end fibres exhibited significantly higher γ₂ values, indicating enhanced post-cracking behaviour, extended tension-stiffening response, and improved serviceability performance. Comparisons with standard code-based formulations showed that Model Code 2020 generally provided more accurate moment–curvature predictions than RILEM 162 TDF, while code-based approaches tended to overestimate stiffness, particularly for beams with lower reinforcement ratios. Doctoral dissertation readers can search via VILNIUS TECH Virtual Library.
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