Daniel Castro-Fresno

Prof. Daniel Castro-Fresno

GITECO Research Group, University of Cantabria, 39005 Santander, Spain
orcid

Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

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

Representative Publications

View All Publications
15 March 2018 in Sustainable Development
Verified
Journal Article
Closed access
PDF file
Jose Manuel Diaz-SarachagaJose Manuel Diaz-Sarachaga
Jose Manuel Diaz-Sarachaga
JMJose Manuel
Jose Manuel
Daniel Jato-EspinoDaniel Jato-Espino
Daniel Jato-Espino
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno

1 February 2010 in Applied Energy
Verified
Journal Article
Open access
ANAmaya V. Novo
Amaya V. Novo
JBJoseba R. Bayon
Joseba R. Bayon
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
JRJorge Rodriguez-Hernandez
Jorge Rodriguez-Hernandez
In order to respond to climatic change, many efforts have been made to reduce harmful gas emissions. According to energy policies, an important goal is the implementation of renewable energy sources, as well as electrical and oil combustion savings through energy conservation. This paper focuses on an extensive review of the technologies developed, so far, for central solar heating systems employing seasonal sensible water storage in artificial large scale basins. Among technologies developed since the late 70s, the use of underground spaces as an energy storage medium - Underground Thermal Energy Storage (UTES) - has been investigated and closely observed in experimental plants in many countries, most of them, as part of government programmes. These projects attempt to optimise technical and economic aspects within an international knowledge exchange; as a result, UTES is becoming a reliable option to save energy through energy conservation. Other alternatives to UTES include large water tanks and gravel-water pits, also called man-made or artificial aquifers. This implies developing this technology by construction and leaving natural aquifers untouched. The present article reviews most studies and results obtained in this particular area to show the technical and economical feasibility for each system and specifics problems occurred during construction and operation. Advantages and disadvantages are pointed out to compare both alternatives. The projects discussed have been carried out mainly in European states with some references to other countries

1 February 2013 in Applied Energy
Verified
Journal Article
Open access
VBVanesa Bobes-Jesus
Vanesa Bobes-Jesus
PPPablo Pascual-Muñoz
Pablo Pascual-Muñoz
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
JRJorge Rodriguez-Hernandez
Jorge Rodriguez-Hernandez

1 June 2016 in Construction and Building Materials
Verified
Journal Article
Open access
PLPedro Lastra
Pedro Lastra
MCMiguel A. Calzada-Pérez
Miguel A. Calzada-Pérez
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
AVAngel Vega-Zamanillo
Angel Vega-Zamanillo
IIIrune Indacoechea-Vega
Irune Indacoechea-Vega
An asphalt concrete has been modified by adding four polymeric wastes: polyethylene (PE) from micronized containers, polypropylene (PP) from ground caps, polystyrene (PS) from hangers and rubber from end-of-life tyres (ELT). These polymeric wastes were selected according to their availability, homogeneity and economic criteria considering the big amount of material required to build a road.\ud The dry method has been used to modify the bituminous mixture due to its simplicity and the possibility to be carried out in any asphalt plant without important modifications. This is very important in order to spread the process and recycle the polymeric waste in the same place where it is produced, hence improving the environmental impact.\ud The reference asphalt mixture and the four modified asphalt concretes have been analysed separately and their performance compared, evaluating their resistance against plastic deformation, stiffness, fatigue resistance and workability. The Master curve and the Black diagram of the mixtures were also calculated.\ud The results showed that the use of polymeric wastes significantly increased the stiffness of the reference mixture in all cases, but especially when PE, PP and ELT were used. However, none of these materials significantly modifies the fatigue behaviour of the reference mixture. Regarding the resistance against plastic deformation, the use of both PE and ELT led to an increase of the resistance, whereas PP did not modify it and PS decreased it. As for workability, the energy of compaction of the modified mixtures did not suffer any important change. Therefore, according to the results obtained, PE, PP and ELT can be used to modify asphalt mixtures since they improve or do not change their properties. On the other hand, PS should be further studied because of the contradictory results obtained, and only when plastic deformation is not a problem this material could be used.POLYMIX is a project financed by the “LIFE+” program of the European Union, with reference number LIFE10 ENV ES 516. This project was carried out by a consortium coordinated by GITECO (Construction Technology Applied Research Group, University of Cantabria) and integrated by ACCIONA Infrastructures, AIMPLAS (Research Association of Plastic Materials), and VIA-M (Department of Road Construction from the Madrid Regional Government).\ud The authors wish to acknowledge and especially thank Belén Monje and Eva Verdejo (AIMPLAS) and Raquel Casado and Elena Sáez (ACCIONA) for their collaboration

1 March 2019 in Waste Management
Verified
Journal Article
Closed access
Diana Movilla-QuesadaDiana Movilla-Quesada
Diana Movilla-Quesada
Aitor C. RaposeirasAitor C. Raposeiras
Aitor C. Raposeiras
LSL.T. Silva-Klein
L.T. Silva-Klein
PLPedro Lastra
Pedro Lastra
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno

1 May 2011 in Construction and Building Materials
Verified
Journal Article
Closed access
ESElsa Sanchez-Alonso
Elsa Sanchez-Alonso
AVAngel Vega-Zamanillo
Angel Vega-Zamanillo
Daniel Castro-FresnoDaniel Castro-Fresno
Daniel Castro-Fresno
MDMaria DelRio-Prat
Maria DelRio-Prat