Carlos Slebi

Mr. Carlos Slebi

orcid

Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
18 November 2019 in Materials
Verified
Journal Article
Open access
PDF file
CSCarlos Slebi
Carlos Slebi
PPPablo Pascual-Muñoz
Pablo Pascual-Muñoz
PLPedro Lastra
Pedro Lastra
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
For the optimum design of a Porous Asphalt (PA) mixture, different requirements in terms of functionality and durability have to be fulfilled. In this research, the influence of different control factors such as binder type, fiber content, and binder content were statistically investigated in terms of multiple responses such as total air voids, interconnected air voids, particle loss in dry conditions, particle loss in wet conditions, and binder drainage. The experiments were conducted based on a Taguchi L18 orthogonal array. The best parametric combination per each response was analyzed through signal to noise ratio values. Multiple regression models were employed to predict the responses of the experiments. As more than one response is obtained, a multi-objective optimization was performed by employing Criteria Importance through Criteria Inter-Correlation (CRITIC) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) methodologies. The weights for the selection of the functional and mechanical performance criteria were derived from the CRITIC approach, whereas the ranking of the different experiments was obtained through the TOPSIS technique. According to the CRITIC-TOPSIS based Taguchi methodology, the optimal multiple-response was obtained for a polymer modified binder (PMB) with fiber and binder contents of 0.15% and 5.0%, respectively. In addition, good results were obtained when using a conventional 50/70 penetration grade binder with a 5.0% binder content and 0.05% fiber content.

1 July 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
CSCarlos Slebi
Carlos Slebi
PLPedro Lastra
Pedro Lastra
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
MBMoises Bueno
Moises Bueno

26 July 2019 in International Journal of Pavement Engineering
Verified
Journal Article
Closed access
CSCarlos Slebi
Carlos Slebi
PPPablo Pascual-Muñoz
Pablo Pascual-Muñoz
PLPedro Lastra
Pedro Lastra
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
In the last few years, fibers have been proposed as one of the most important additives for the development of reinforced asphalt mixtures. The optimal fiber selection is a very complex task, as an extensive range of criteria and alternatives have to be taken into account. Decision support systems have been applied in the construction sector, but not for selecting fibers for bituminous mixtures. To fill this gap, two Multi-Criteria Decision-Making Analysis methodologies for the selection of the best fiber to be used in Asphalt Concretes are presented in this paper. The Weighted Aggregate Sum Product Assessment (WASPAS) methodology and the Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS) integrated with Fuzzy Analytic Hierarchy Process (FAHP) are used to evaluate the effect of various types of fibers on the mechanical performance of bituminous mixtures. Given the uncertainty involved, a stochastic simulation is proposed using the Monte Carlo method. A statistical analysis is carried out to verify the results obtained. Both methods of multi-criteria analysis were effective, with TOPSIS being slightly more conservative in the assignment of performance scores. Synthetic fibers proved to be a suitable option as did fibers with high tensile strength and elastic modulus.

1 January 2022 in Construction and Building Materials
Verified
Journal Article
Open access
CSCarlos Slebi
Carlos Slebi
PLPedro Lastra
Pedro Lastra
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
AVAngel Vega-Zamanillo
Angel Vega-Zamanillo

3 February 2020 in Materials
Verified
Journal Article
Open access
PDF file
CSCarlos Slebi
Carlos Slebi
PLPedro Lastra
Pedro Lastra
MCMiguel A. Calzada-Pérez
Miguel A. Calzada-Pérez
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
Porous asphalt is a type of mixture characterized by having high air void percentages that offers multiple benefits when used in wearing courses in terms of driving safety, water flow management, and noise reduction. However, the durability of porous asphalt (PA) mixtures is significantly shorter when compared to dense-graded asphalt mixtures. This study investigated the impact of polyolefin–aramid fibers and hydrated lime in the functional and mechanical performance of porous asphalt mixtures. A parametric study based on the concept of design of experiments was carried out through the Taguchi methodology. Accordingly, an experimental design was conducted based on the L18 full factorial orthogonal array. Three control factors—fiber content, binder content, and filler type—were included at various levels, and multiple responses including total air voids, interconnected air voids, particle loss in dry conditions, particle loss in wet conditions, and binder drainage were assessed experimentally. Signal-to-noise ratios were calculated to determine the optimal solution levels for each control factor for the multiple responses. In the second phase of the research, multi-criteria decision-making techniques—namely, criteria importance through inter-criteria correlation and weighted aggregated sum product assessment—were used to transform the multiple-response optimization problem into a single-unique optimization problem and to elaborate a preference ranking among all the mixture designs. The most significant levels for acquiring the optimum overall response value were found to be 0.05% for fiber content and 5.00% for binder content and mixed filler with hydrated lime.