Emilio J. Mascort-Albea

Dr. Emilio J. Mascort-Albea

Universidad de Sevilla (Spain)
orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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1 May 2021 in Journal of Building Engineering
Verified
Journal Article
Closed access
Eduardo Diz-MelladoEduardo Diz-Mellado
Eduardo Diz-Mellado
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
RHROCIO ROMERO HERNANDEZ
ROCIO ROMERO HERNANDEZ
Carmen Galan-MarinCarmen Galan-Marin
Carmen Galan-Marin
CRCarlos Rivera-Gómez
Carlos Rivera-Gómez
AJAntonio Jaramillo-Morilla
Antonio Jaramillo-Morilla

2 July 2021 in Applied Sciences
Verified
Journal Article
Open access
PDF file
ECElizabeth Contreras-Marín
Elizabeth Contreras-Marín
MAMaría Anguita-García
María Anguita-García
EAElia M Alonso-Guzman
Elia M Alonso-Guzman
AJAntonio Jaramillo-Morilla
Antonio Jaramillo-Morilla
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
CSCristina Soriano-Cuesta
Cristina Soriano-Cuesta
The use of industrial waste in civil engineering applications constitutes a potential innovative effort to reduce environmental degradation and enable a sustainable use of natural resources. This paper reports a comprehensive laboratory study that was performed to evaluate the rubber granulates from End-of-Life Tyres (ELTs) as a lightweight backfill material in retaining walls. Various tests have been performed to provide specific information on the mechanical and physical properties of a detailed range of particle sizes smaller than 12 mm, with six different particle size distributions (S1: 0.0–0.8 mm/S2: 0.6–2.0 mm/S3: 2.0–4.0 mm/S4: 2.0–7.0 mm/S5: 90% 2.0–7.0 mm + 10% 0.6–2.0 mm/S6: 50% 2.0–7.0 mm + 50% 0.6–2.0 mm). The density and unit weight, compaction energy, compressibility, shear strength, and deformability have been evaluated to determine their performance. As a main conclusion, the research confirms that rubber granulates from ELTs possess great potential as backfill material behind retaining walls. The characteristic values of the geotechnical parameters have been estimated according to Eurocode 7. The friction angle results range from 18.27 to 23.21 degrees, and the cohesion results are wide-ranging, with values from 9.35 to 17.83 kPa. For this reason, two cantilever L-shaped retaining walls, selected as representative case studies, have been tested with these sample properties. The results of the geotechnical verifications are presented together with a comparison of the safety factors in accordance with the Spanish standard design (CTE-DB-SE-C) and the European (EC7-1) regulations. The calculations indicate that the overdesign factors (ODF) achieved in the verifications using the material properties of the S4, S5, and S6 combination improve the calculation results obtained if a conventional filler material such as sand is considered.

28 June 2024 in Journal of Building Engineering
Verified
Journal Article
Open access
Javier Garcia-LopezJavier Garcia-Lopez
Javier Garcia-Lopez
MVMiguel Hernández Valencia
Miguel Hernández Valencia
JRJorge Roa-Fernández
Jorge Roa-Fernández
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
RHRafael Herrera-Limones
Rafael Herrera-Limones

1 December 2021 in Journal of Building Engineering
Verified
Journal Article
Open access
JMJuan Jesus Martin-Del-Rio
Juan Jesus Martin-Del-Rio
Jacinto CanivellJacinto Canivell
Jacinto Canivell
MARTA TORRES-GONZÁLEZMARTA TORRES-GONZÁLEZ
MARTA TORRES-GONZÁLEZ
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
RHROCIO ROMERO HERNANDEZ
ROCIO ROMERO HERNANDEZ
FAF.J. Alejandre-Sánchez
F.J. Alejandre-Sánchez

2 October 2022 in The Historic Environment: Policy & Practice
Verified
Journal Article
Closed access
Francisco M. Hidalgo-SánchezFrancisco M. Hidalgo-Sánchez
Francisco M. Hidalgo-Sánchez
MCMaría F. Carrascal-Pérez
María F. Carrascal-Pérez
JPJulia Pérez
Julia Pérez
CPCarlos Plaza
Carlos Plaza
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
Significant international forums and programmes, particularly the 2016 United Nations Conference Habitat III and the Horizon Europe, emphasise the need to address heritage management planning in cities from a comprehensive and inclusive perspective in balance with environmental issues. Accordingly, this research develops cross-cutting, alternative, and sustainable strategies for the design of a management process for municipal heritage assets in historical cities, which have been implemented in the city of Seville (the Management Plan for Heritage Municipal Buildings of Seville). This plan, finally approved in 2022, involves 130 symbolic buildings of which one third are either under-utilised or abandoned. The research focuses on the design of the developed methodology and presents the resulting 9 management programmes with 30 action lines created for the organisation of these heritage sites into a comprehensive system. Seville’s municipal built heritage plan implies the involvement of academics and researchers from a wide range of disciplines, public agents, and local actors who can guarantee a sustainable process and integrated governance in the future. In conclusion, the research shows an innovative design process for cultural heritage management based on the premise that such buildings are resources for contemporary local development and for a better quality of life.

15 May 2023 in IEEE Sensors Journal
Verified
Journal Article
Closed access
EHEduardo Hidalgo
Eduardo Hidalgo
PBPedro Blanco-Carmona
Pedro Blanco-Carmona
JGJose Ramon Garcia-Oya
Jose Ramon Garcia-Oya
FMFernando MunozChavero
Fernando MunozChavero
Ramon Gonzalez CarvajalRamon Gonzalez Carvajal
Ramon Gonzalez Carvajal
Emilio J. Mascort-AlbeaEmilio J. Mascort-Albea
Emilio J. Mascort-Albea
The rise of Internet of Things (IoT) systems and the evolution of Low-Power Wide-Area Networks have directly contributed to the emergence of a new generation of Structural Health Monitoring (SHM) systems based on the Non-Destructive Test approach. Consequently, this article presents the design and development of a synchronous, low-cost, real-time, wireless, and low-power consumption SHM system for pre-existing buildings and infrastructures, which has been validated on a structure built in the High Middle Ages forming part of the historical heritage of the city of Seville (Spain). The system proposes a modular and scalable design with the capacity for synchronous monitoring of the accelerations of a structure thanks to the deployment of several reduced-size nodes that acquire and transmit the accelerations of the structures through a Secure Sockets Layer (SSL) NB-IoT connection. This aspect and Firmware Over The Air (FOTA) capability enables the permanent deployment of sensor nodes, thereby not only obviating the use of costly traditional devices but also granting access to the structures to be monitored for each test and maintenance task and hence supporting the tasks related to the preventive conservation of heritage. The experimental tests carried out demonstrate the low impact of GPS time synchronization and FOTA on the autonomy of the system. The precision of the system is also validated by comparing the results with a precision system in a real field test. Furthermore, continuous monitoring is guaranteed through the graphical interface developed as a composition of microservices, which enables management of the deployed networks.