Jose Maria Maria Fernandez-Rodriguez

Prof. Dr. Jose Maria Maria Fernandez-Rodriguez

Department of Inorganic Chemistry and Chemical Engineering, Faculty of Sciences, University of Córdoba, 14014 Córdoba, Spain
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Research Focus & Metrics

Academic Career Length

42Years (1985-Present)

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

Representative Publications

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1 March 2013 in Construction and Building Materials
Verified
Journal Article
Closed access
JJJosé Ramón Jiménez
José Ramón Jiménez
JAJesus Ayuso
Jesus Ayuso
MLM. López
M. López
Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
Jorge De BritoJorge De Brito
Jorge De Brito

1 January 1998 in Journal of Materials Chemistry
Verified
Journal Article
Closed access
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Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
MUMaria Angeles Ulibarri
Maria Angeles Ulibarri
Francisco Martín LabajosFrancisco Martín Labajos
Francisco Martín Labajos
Vicente RivesVicente Rives
Vicente Rives
Layered double hydroxides (LDH) containing Mg II , Fe III , and Al III in the brucite-like layers and interlayer carbonate (with a constant M II /M III ratio but varying Al III /Fe III ratios) have been prepared and characterised by X-ray diffraction, thermal analysis, FT-IR and UV-VIS/diffuse reflectance spectroscopies, temperature-programmed reduction and specific surface area assessment through low temperature adsorption of N 2 . An Mg,Al-LDH, but with intercalated hexacyanoferrate(III), has been also prepared and characterised, in which simultaneous formation of the carbonate analogue did not occur. Thermal decomposition in air at 450 and 750°C leads to MgO and poorly crystallised MgFe 2 O 4 spinel (crystallinity increasing with the iron content), while for the hexacyano-containing sample, crystallization only is observed after calcination at 900°C. This different behaviour has been related to the initial location of the iron ions.

1 January 2015 in Journal of Cleaner Production
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Journal Article
Closed access
Enrique Fernandez LedesmaEnrique Fernandez Ledesma
Enrique Fernandez Ledesma
JJJosé Ramón Jiménez
José Ramón Jiménez
JAJesus Ayuso
Jesus Ayuso
Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
Jorge De BritoJorge De Brito
Jorge De Brito

1 January 2020 in Cement and Concrete Composites
Verified
Journal Article
Closed access
TGT. Gonçalves
T. Gonçalves
Rui Vasco SilvaRui Vasco Silva
Rui Vasco Silva
Jorge De BritoJorge De Brito
Jorge De Brito
Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
AEA.R. Esquinas
A.R. Esquinas

1 November 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
Enrique Fernandez LedesmaEnrique Fernandez Ledesma
Enrique Fernandez Ledesma
JJJosé Ramón Jiménez
José Ramón Jiménez
Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
Adela Pérez GalvínAdela Pérez Galvín
Adela Pérez Galvín
Francisco AgrelaFrancisco Agrela
Francisco Agrela
Auxi BarbudoAuxi Barbudo
Auxi Barbudo

24 January 2019 in Materials
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Journal Article
Open access
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Edyta PawluczukEdyta Pawluczuk
Edyta Pawluczuk
Katarzyna Kalinowska-WichrowskaKatarzyna Kalinowska-Wichrowska
Katarzyna Kalinowska-Wichrowska
MBMichał Bołtryk
Michał Bołtryk
JJJosé Ramón Jiménez
José Ramón Jiménez
Jose Maria Maria Fernandez-RodriguezJose Maria Maria Fernandez-Rodriguez
Jose Maria Maria Fernandez-Rodriguez
Concrete is a building material commonly used for ages. Therefore, in the result of repairs or demolition of building structures, large amounts of concrete rubble are created, which requires appropriate management. The aim of the realized research was to determine the influence of heat and mechanical treatment of concrete rubble on the properties of recycled aggregate concrete. The research experiment included 12 series, with three variables: X1—roasting temperature (300, 600, 900 °C), X2—time of mechanical treatment (5, 10, 15 min), X3—content of coarse recycled aggregates (20, 40, 60% by volume). Two additional series containing recycled aggregate without treatment and natural aggregate were also prepared. Established properties of individual aggregates have confirmed a positive effect of thermo-mechanical treatment. Then, based on the results of compressive strength, flexural strength, Young’s modulus, volumetric density, water absorption, water permeability and capillarity, the most favourable parameters of heat and mechanical treatment of concrete were determined. The test results showed that appropriate treatment of concrete rubble allows to obtain high-quality coarse aggregate and valuable fine fraction. This was also confirmed by the macro- and microscopic observations of the aggregate and separated cement paste. Works realized on the concrete recycling method resulted in obtaining a patent PAT.229887.