Rafael Jurado-Piña
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Rafael Jurado-Piña has a total of 40 co-authors. Here are the top co-authors by number of shared publications:
- José María Pardillo-Mayora
Associate Professor, Technical Univ. of Madrid, Profesor Aranguren, 28040 Madrid, Spain
6 shared publications - Rafael Jimenez
ETSI Caminos, Universidad Politécnica de Madrid, Madrid, Spain
5 shared publications - Federico Gulisano
Departamento de Ingeniería del Transporte, Territorio y Urbanismo, Universidad Politécnica de Madrid, C/Profesor Aranguren 3, 28040 Madrid, Spain
4 shared publications - Begoña Guirao
Departamento de Ingeniería del Transporte, Territorio y Urbanismo, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Calle del Profesor Aranguren, 3, 28040 Madrid, Spain
3 shared publications - Antonio Martínez Raya
Department of Organizational Engineering, Business Administration and Statistics, Technical University of Madrid—Universidad Politécnica de Madrid (UPM), 28040 Madrid, Spain
2 shared publications - Daniel Gálvez-Pérez
Departamento de Ingeniería del Transporte, Territorio y Urbanismo, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Calle del Profesor Aranguren, 3, 28040 Madrid, Spain
2 shared publications
Latest Publications
- 1 November 2025
- Published by IATED Academy in ICERI Proceedings
- Vol. 1, 4934-4942
EARLY PREDICTION OF STUDENT PERFORMANCE THROUGH WOOCLAP, LEARNING ANALYTICS AND ARTIFICIAL INTELLIGENCE
- 1 November 2025
- Published by IATED Academy in ICERI Proceedings
- Vol. 1, 4934-4942
EARLY PREDICTION OF STUDENT PERFORMANCE THROUGH WOOCLAP, LEARNING ANALYTICS AND ARTIFICIAL INTELLIGENCE
- Open Access
From Conventional to Electrified Pavements: A Structural Modeling Approach for Spanish Roads
The accelerated growth of the transport sector has increased oil consumption and greenhouse gas (GHG) emissions, intensifying global environmental challenges. The electrification of transportation has emerged as a key strategy to achieve sustainability targets, with electric vehicles (EVs) expected to account for 50% of global car sales by 2035. However, widespread adoption requires smart infrastructure capable of enabling dynamic in-motion charging. In this context, Electric Road Systems (ERSs), particularly those based on Wireless Power Transfer (WPT) technologies, offer a promising solution by transferring energy between road-embedded transmitters and vehicle-mounted receivers. This study assesses the structural response and service life of conventional and electrified asphalt pavement sections representative of the Spanish road network. Several standard pavement configurations were analyzed under heavy traffic (dual axles, 13 tons) using a hybrid approach combining mechanistic–empirical multilayer modeling and three-dimensional Finite Element Method (FEM) simulations. The electrified designs integrate prefabricated charging units (CUs) placed at a 9 cm depth, disrupting the structural continuity of the pavement. The results reveal stress concentrations at the CU–asphalt interface and service life reductions of up to 50% in semiflexible pavements. Semirigid sections performed better, with average reductions close to 40%. These findings are based on numerical simulations of standard Spanish sections and do not include experimental validation.
Open AccessFrom Conventional to Electrified Pavements: A Structural Modeling Approach for Spanish Roads
The accelerated growth of the transport sector has increased oil consumption and greenhouse gas (GHG) emissions, intensifying global environmental challenges. The electrification of transportation has emerged as a key strategy to achieve sustainability targets, with electric vehicles (EVs) expected to account for 50% of global car sales by 2035. However, widespread adoption requires smart infrastructure capable of enabling dynamic in-motion charging. In this context, Electric Road Systems (ERSs), particularly those based on Wireless Power Transfer (WPT) technologies, offer a promising solution by transferring energy between road-embedded transmitters and vehicle-mounted receivers. This study assesses the structural response and service life of conventional and electrified asphalt pavement sections representative of the Spanish road network. Several standard pavement configurations were analyzed under heavy traffic (dual axles, 13 tons) using a hybrid approach combining mechanistic–empirical multilayer modeling and three-dimensional Finite Element Method (FEM) simulations. The electrified designs integrate prefabricated charging units (CUs) placed at a 9 cm depth, disrupting the structural continuity of the pavement. The results reveal stress concentrations at the CU–asphalt interface and service life reductions of up to 50% in semiflexible pavements. Semirigid sections performed better, with average reductions close to 40%. These findings are based on numerical simulations of standard Spanish sections and do not include experimental validation.
- Open Access
- 4 April 2025
- Published by Elsevier in Construction and Building Materials
- Vol. 474
Enhancing pavement durability for dynamic electric charging systems: Adhesion characterization of the charging unit housing to pavement layers
- 4 April 2025
- Published by Elsevier in Construction and Building Materials
- Vol. 474
Open AccessEnhancing pavement durability for dynamic electric charging systems: Adhesion characterization of the charging unit housing to pavement layers
- 1 November 2024
- Published by IATED Academy in ICERI Proceedings
- Vol. 1, 3251-3260
IMPLEMENTATION OF GAMIFICATION ACTIVITIES USING WOOCLAP AND DEVELOPMENT OF SUPPORT TOOLS FOR TEACHERS TO ASSESS STUDENT LEARNING PROCESS
- 1 November 2024
- Published by IATED Academy in ICERI Proceedings
- Vol. 1, 3251-3260
IMPLEMENTATION OF GAMIFICATION ACTIVITIES USING WOOCLAP AND DEVELOPMENT OF SUPPORT TOOLS FOR TEACHERS TO ASSESS STUDENT LEARNING PROCESS
- 1 September 2019
- Published by American Society of Civil Engineers (ASCE) in Journal of Transportation Engineering, Part A: Systems
- Vol. 145 (9)
Automated Identification of Fastest Vehicle Paths at Roundabouts
The geometric design of a roundabout follows an iterative process that aims to achieve an optimal balance among safety provisions, operational performance, and large vehicle accommodation. The evaluation of safety involves checking the speed consistency along the vehicle paths, which requires identifying the trajectories of the fastest vehicles and the speeds at which they travel. A systematic procedure to identify the fastest vehicle paths for all possible movement types between the approaches of a roundabout using as input data the roundabout geometry and the minimum distance between the vehicle and the roundabout edge is proposed. The determination of the fastest path between an entry and an exit is based on the generation of multiple feasible paths and the final selection of the fastest one. The proposed procedure supports the safety assessment of a roundabout geometric design according to the most relevant international guidelines and can be easily implemented in a heuristic roundabout design procedure. The application of the method to a trial case is presented to demonstrate its performance and applicability.
- 1 September 2019
- Published by American Society of Civil Engineers (ASCE) in Journal of Transportation Engineering, Part A: Systems
- Vol. 145 (9)
Automated Identification of Fastest Vehicle Paths at Roundabouts
The geometric design of a roundabout follows an iterative process that aims to achieve an optimal balance among safety provisions, operational performance, and large vehicle accommodation. The evaluation of safety involves checking the speed consistency along the vehicle paths, which requires identifying the trajectories of the fastest vehicles and the speeds at which they travel. A systematic procedure to identify the fastest vehicle paths for all possible movement types between the approaches of a roundabout using as input data the roundabout geometry and the minimum distance between the vehicle and the roundabout edge is proposed. The determination of the fastest path between an entry and an exit is based on the generation of multiple feasible paths and the final selection of the fastest one. The proposed procedure supports the safety assessment of a roundabout geometric design according to the most relevant international guidelines and can be easily implemented in a heuristic roundabout design procedure. The application of the method to a trial case is presented to demonstrate its performance and applicability.
- 25 January 2019
- Published by Springer Nature in Transportation
- Vol. 47 (4) , 1665-1687
The influence of variable message signs on en-route diversion between a toll highway and a free competing alternative
- 25 January 2019
- Published by Springer Nature in Transportation
- Vol. 47 (4) , 1665-1687
The influence of variable message signs on en-route diversion between a toll highway and a free competing alternative
- 1 January 2019
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 83, 262-273
Structure from Motion photogrammetry to characterize underground rock masses: Experiences from two real tunnels
- 1 January 2019
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 83, 262-273
Structure from Motion photogrammetry to characterize underground rock masses: Experiences from two real tunnels
- Open Access
- 1 January 2017
- Published by Universidad de Zaragoza
Evaluación de trabajos de proyecto colaborativos en el último curso de Máster: la experiencia con alumnos de Ingeniería Civil - [Evaluation of Group project work in the last year of the Master’s degree: the experience with Civil Engineering students]
Existe una extensa literatura que ha demostrado los grandes beneficios que implica el desarrollo de trabajos colaborativos entre estudiantes de Educación Superior. En el campo de la Ingeniería Civil, un proyecto exitoso es siempre un trabajo en equipo, y los profesores deben preparar a los estudiantes para que trabajen en este tipo ambiente cooperativo. El problema es que hay pocos ejemplos en la literatura que evalúen las experiencias positivas y negativas percibidas por los alumnos cuando acometen este tipo de trabajo de proyecto. “Planificación y Gestión de Carreteras” es una asignatura nueva en el Máster de Ingeniería de Caminos de la Universidad Politécnica de Madrid (UPM) e incluye trabajos de proyecto. Este artículo contribuye a la literatura aplicando a una asignatura de Máster una metodología ya validada en Grado para evaluar la percepción que los estudiantes tienen del trabajo de proyecto. La metodología fue testada en una muestra de 82 estudiantes, y aunque los resultados destacan que los trabajos de proyecto grupales son percibidos muy positivamente por los alumnos, se detectaron también ciertas deficiencias relacionadas con la experiencia previa de los alumnos en trabajos colaborativos. [A large body of research has demonstrated the considerable benefits and minor organisational problems of collaborative work in higher education. In Civil Engineering, a successful project is often a highly collaborative team-based activity, and the engineering education community must therefore prepare graduates to work in this type of environment. The problem is that few case studies reported in the literature evaluate the positive and negative experiences encountered by students when undertaking group projects. “Road Planning and Management” is a new course in the Master of Civil Engineering of the UPM (Universidad Politécnica de Madrid) which includes collaborative project works. This paper contributes to this limited literature by assessing previously existing methodologies applied to group projects in a Bachelor´s degree in Civil Engineering and compares the results with those obtained for students of a Master´s degree. The methodology was tested on a survey sample of 82 students enrolled in the “Road Planning and Management” course of the new Civil Engineering Master of UPM. Although the results highlight the extremely positive effects of group projects on the students’ perception, certain deficiencies were also detected relating to the lack of previous collaborative work in the students’ background, an area which requires further research.] Guirao, Begoña; Del Val, Miguel Ángel; Gallego, Juan; Jurado, Rafael
- 1 January 2017
- Published by Universidad de Zaragoza
Open AccessEvaluación de trabajos de proyecto colaborativos en el último curso de Máster: la experiencia con alumnos de Ingeniería Civil - [Evaluation of Group project work in the last year of the Master’s degree: the experience with Civil Engineering students]
Existe una extensa literatura que ha demostrado los grandes beneficios que implica el desarrollo de trabajos colaborativos entre estudiantes de Educación Superior. En el campo de la Ingeniería Civil, un proyecto exitoso es siempre un trabajo en equipo, y los profesores deben preparar a los estudiantes para que trabajen en este tipo ambiente cooperativo. El problema es que hay pocos ejemplos en la literatura que evalúen las experiencias positivas y negativas percibidas por los alumnos cuando acometen este tipo de trabajo de proyecto. “Planificación y Gestión de Carreteras” es una asignatura nueva en el Máster de Ingeniería de Caminos de la Universidad Politécnica de Madrid (UPM) e incluye trabajos de proyecto. Este artículo contribuye a la literatura aplicando a una asignatura de Máster una metodología ya validada en Grado para evaluar la percepción que los estudiantes tienen del trabajo de proyecto. La metodología fue testada en una muestra de 82 estudiantes, y aunque los resultados destacan que los trabajos de proyecto grupales son percibidos muy positivamente por los alumnos, se detectaron también ciertas deficiencias relacionadas con la experiencia previa de los alumnos en trabajos colaborativos. [A large body of research has demonstrated the considerable benefits and minor organisational problems of collaborative work in higher education. In Civil Engineering, a successful project is often a highly collaborative team-based activity, and the engineering education community must therefore prepare graduates to work in this type of environment. The problem is that few case studies reported in the literature evaluate the positive and negative experiences encountered by students when undertaking group projects. “Road Planning and Management” is a new course in the Master of Civil Engineering of the UPM (Universidad Politécnica de Madrid) which includes collaborative project works. This paper contributes to this limited literature by assessing previously existing methodologies applied to group projects in a Bachelor´s degree in Civil Engineering and compares the results with those obtained for students of a Master´s degree. The methodology was tested on a survey sample of 82 students enrolled in the “Road Planning and Management” course of the new Civil Engineering Master of UPM. Although the results highlight the extremely positive effects of group projects on the students’ perception, certain deficiencies were also detected relating to the lack of previous collaborative work in the students’ background, an area which requires further research.] Guirao, Begoña; Del Val, Miguel Ángel; Gallego, Juan; Jurado, Rafael
- Open Access
- 1 July 2015
- Published by Elsevier in Engineering Geology
- Vol. 193, 106-117
System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms
- 1 July 2015
- Published by Elsevier in Engineering Geology
- Vol. 193, 106-117
Open AccessSystem reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms
- 1 January 2015
- Published by Canadian Science Publishing in Canadian Journal of Civil Engineering
- Vol. 42 (1) , 13-21
Heuristic procedure for the optimization of speed consistency in the geometric design of single-lane roundabouts
This article presents a heuristic procedure for the optimization of speed consistency in the geometric design of single-lane roundabouts. The procedure is based on a real-code genetic algorithm that supports the optimization of roundabouts with any number of intersection legs and any angle between legs. The proposed methodology provides great flexibility to the design process, since it allows introducing the position of the centre of the roundabout, the inscribed circle diameter, the central island diameter, and the splitter island length as problem decision variables. The objective function may be formulated using any functional form, without the restrictions that are inherent in linear programming techniques. This flexibility renders the model highly suitable for solving the design problems that are often encountered in professional practice.
- 1 January 2015
- Published by Canadian Science Publishing in Canadian Journal of Civil Engineering
- Vol. 42 (1) , 13-21
Heuristic procedure for the optimization of speed consistency in the geometric design of single-lane roundabouts
This article presents a heuristic procedure for the optimization of speed consistency in the geometric design of single-lane roundabouts. The procedure is based on a real-code genetic algorithm that supports the optimization of roundabouts with any number of intersection legs and any angle between legs. The proposed methodology provides great flexibility to the design process, since it allows introducing the position of the centre of the roundabout, the inscribed circle diameter, the central island diameter, and the splitter island length as problem decision variables. The objective function may be formulated using any functional form, without the restrictions that are inherent in linear programming techniques. This flexibility renders the model highly suitable for solving the design problems that are often encountered in professional practice.