José Manuel Gandía-Romero

Dr. José Manuel Gandía-Romero

orcid

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

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

Representative Publications

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1 January 2016 in Sensors and Actuators B: Chemical
Verified
Journal Article
Closed access
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
RBRomán Bataller
Román Bataller
PMPablo Monzón
Pablo Monzón
ICInmaculada Campos
Inmaculada Campos
Eduardo Garcia-BreijoEduardo Garcia-Breijo
Eduardo Garcia-Breijo
JSJuan Soto
Juan Soto

1 April 2016 in Cement and Concrete Composites
Verified
Journal Article
Closed access
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
ICI. Campos
I. Campos
MVManuel Valcuende
Manuel Valcuende
EGE. García-Breijo
E. García-Breijo
MAMarcos
Marcos
JSJ. Soto
J. Soto

1 December 2013 in Food Research International
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Journal Article
Closed access
ICInmaculada Campos
Inmaculada Campos
RBRomán Bataller
Román Bataller
RARaquel Armero
Raquel Armero
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
JSJuan Soto
Juan Soto
LGLuis Gil-Sánchez
Luis Gil-Sánchez

26 March 2021 in Materials
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Journal Article
Open access
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MVManuel Valcuende
Manuel Valcuende
Josep Ramon Lliso-FerrandoJosep Ramon Lliso-Ferrando
Josep Ramon Lliso-Ferrando
Marta Roig FloresMarta Roig Flores
Marta Roig Flores
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
The aim of this experimental work was to study the porous structure of Ultra-High-Performance Fibre-Reinforced Concretes (UH) made with different fibre volume contents (0%, 1%, 2%) under several curing conditions (laboratory environment, 20 °C, 60 °C, 90 °C), comparing the results with those recorded for ordinary, high strength and very high strength concretes. Scanning electron microscopy, mercury intrusion porosimetry, thermogravimetry, water absorption and oxygen permeability tests were carried out. The results showed a low portlandite content in UH (in the order of 75% lower than in concrete C50) and a low degree of hydration, but they rise with curing temperature. These concretes have a very fine porous structure, with a high concentration of pores on the nanoscale level, below 0.05 µm. Their porosity accessible to water is consequently around 7-fold lower than in conventional (C30), 6-fold lower than in high-strength (C50) and 4-fold lower than in very high-strength (C90) concretes. Their oxygen permeability is at least one order of magnitude lower than in C90, two orders of magnitude lower than in C50 and three orders of magnitude lower than in C30. The percentage of added steel fibre does not affect the UH porous structure.

1 December 2019 in Electrochimica Acta
Verified
Journal Article
Closed access
AMAna Martínez-Ibernón
Ana Martínez-Ibernón
JZJose Enrique Ramon Zamora
Jose Enrique Ramon Zamora
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
IGIsabel Gasch
Isabel Gasch
MVManuel Valcuende
Manuel Valcuende
JSJ. Soto
J. Soto

1 November 2019 in Electrochimica Acta
Verified
Journal Article
Closed access
JZJose Enrique Ramon Zamora
Jose Enrique Ramon Zamora
AMAna Martínez-Ibernón
Ana Martínez-Ibernón
JGJosé Manuel Gandía-Romero
José Manuel Gandía-Romero
RFR. Fraile
R. Fraile
RBRomán Bataller
Román Bataller
JSJ. Soto
J. Soto