David Torrens Martín
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
David Torrens Martín has a total of 12 co-authors. Here are the top co-authors by number of shared publications:
- Lucía Fernández-Carrasco
ATEM Research Group, Department of Civil and Environmental Engineering, Barcelona TECH, Universitat Politècnica de Catalunya, Barcelona, Spain
9 shared publications - Sagrario Martínez-Ramírez
Institute for the Structure of Matter (IEM-CSIC), 28006 Madrid, Spain
3 shared publications - Imren Basar
ATEM Research Group, Department of Civil and Environmental Engineering, Barcelona TECH, Universitat Politècnica de Catalunya, Barcelona, Spain
2 shared publications - María Teresa Blanco Varela
Instituto de Ciencias de la Construcción Eduardo Torroja (IETcc-CSIC)
2 shared publications - Abigail Jiménez-Franco
Univ Barcelona, Fac Ciencies Terra, Dept Mineral Petrol & Geol Aplicada, Barcelona 08028, Spain
1 shared publication - Cristhian Caiza
ATEM Research Group, Civil and Environmental Engineering Department (DECA), Universitat Politècnica de Catalunya, Barcelona TECH, 08034 Barcelona, Spain
1 shared publication
Latest Publications
- Open Access
- 31 March 2026
- Published by Springer Nature in Environmental Science and Pollution Research
- Vol. 33 (14) , 6419-6432
Low-carbon cements review of freeze-thaw tests: Mediterranean corridor proposal
The cement industry is a major contributor to global CO₂ emissions, which has led to the development of low-carbon cements. A critical factor in ensuring the durability of these materials is their resistance to freeze-thaw (F-T) cycles, especially as climate change expands the relevance of these tests beyond traditionally cold regions to areas with increasingly variable climates. This review analyzes current testing standards for low-CO₂ cements exposed to F-T cycles, highlighting gaps in performance research in this field. The study proposes a novel testing framework tailored to the specific temperature and humidity fluctuations found in the Mediterranean corridor, with a focus on north-eastern Spain. A thermal curve model was developed based on regional climate data, offering a more realistic assessment of cement durability in the Mediterranean corridor. The findings emphasize the lack of global data in some countries, as well as the fact that most research has been conducted by countries in cold regions, overlooking the rest of the world where freeze-thaw cycles also occur. This underscores the need for future research to address these gaps and to combine durability and sustainability not only in freeze-thaw testing but also in broader construction and cement research.
- 31 March 2026
- Published by Springer Nature in Environmental Science and Pollution Research
- Vol. 33 (14) , 6419-6432
Open AccessLow-carbon cements review of freeze-thaw tests: Mediterranean corridor proposal
The cement industry is a major contributor to global CO₂ emissions, which has led to the development of low-carbon cements. A critical factor in ensuring the durability of these materials is their resistance to freeze-thaw (F-T) cycles, especially as climate change expands the relevance of these tests beyond traditionally cold regions to areas with increasingly variable climates. This review analyzes current testing standards for low-CO₂ cements exposed to F-T cycles, highlighting gaps in performance research in this field. The study proposes a novel testing framework tailored to the specific temperature and humidity fluctuations found in the Mediterranean corridor, with a focus on north-eastern Spain. A thermal curve model was developed based on regional climate data, offering a more realistic assessment of cement durability in the Mediterranean corridor. The findings emphasize the lack of global data in some countries, as well as the fact that most research has been conducted by countries in cold regions, overlooking the rest of the world where freeze-thaw cycles also occur. This underscores the need for future research to address these gaps and to combine durability and sustainability not only in freeze-thaw testing but also in broader construction and cement research.
- Open Access
- 3 December 2025
- Published by Editorial CSIC in Materiales de Construcción
- Vol. 75 (360) , e397
Impact of calcium aluminate cement and calcium sulfate on gel C-A-S-H formation during the Portland cement hydration
This study examines how calcium aluminate cement (CAC) and calcium sulfate influence the hydration and gel structure of Portland cement (PC). A binary PC/CAC (85/15) mix was compared with ternary systems containing 3% and 5% calcium sulfate under two curing conditions. FTIR and 29Si NMR analyses showed that CAC promotes aluminum incorporation into the C-S-H gel, leading to a more homogeneous C-A-S-H structure. Water curing further enhanced this integration, with increased Q² and reduced Q¹ signals. Calcium sulfate addition mitigated the silicate hydration delay caused by CAC and promoted longer silicate chains and higher Al(IV)/Si ratios. Overall, CAC enhances aluminum incorporation, while calcium sulfate improves silicate polymerization, resulting in a more uniform and well-structured C-A-S-H gel.
- 3 December 2025
- Published by Editorial CSIC in Materiales de Construcción
- Vol. 75 (360) , e397
Open AccessImpact of calcium aluminate cement and calcium sulfate on gel C-A-S-H formation during the Portland cement hydration
This study examines how calcium aluminate cement (CAC) and calcium sulfate influence the hydration and gel structure of Portland cement (PC). A binary PC/CAC (85/15) mix was compared with ternary systems containing 3% and 5% calcium sulfate under two curing conditions. FTIR and 29Si NMR analyses showed that CAC promotes aluminum incorporation into the C-S-H gel, leading to a more homogeneous C-A-S-H structure. Water curing further enhanced this integration, with increased Q² and reduced Q¹ signals. Calcium sulfate addition mitigated the silicate hydration delay caused by CAC and promoted longer silicate chains and higher Al(IV)/Si ratios. Overall, CAC enhances aluminum incorporation, while calcium sulfate improves silicate polymerization, resulting in a more uniform and well-structured C-A-S-H gel.
- Open Access
- 24 June 2025
- Published by MDPI AG in Sustainable Chemistry
- Vol. 6 (3) , 18
Sample Origin Effect on Chemical Reactivity of Tajogaite Volcanic Ashes for Ancient Mortar Repair
Volcanic ashes (VA) ejected by the Tajogaite Volcano were studied to determine their potential as pozzolanic materials for construction applications. A representative number of VA samples (15 in total) were collected from different geolocations and altitudes during and immediately after the volcanic eruption, in order to assess their reactivity as a function of position and environmental exposure. Various analytical techniques—XRD, FTIR, and SEM/EDX—were used to determine the initial microstructural composition of the VA samples. Additionally, saturated lime testing and the Frattini test were performed to evaluate their pozzolanic reactivity for use in historical mortars. The microstructural analyses revealed that the dominant mineral phases are aluminosilicates. The reactivity tests confirmed a good pozzolanic response, with the formation of C-A-S-H gels identified as the main hydration products at the studied curing times.
- 24 June 2025
- Published by MDPI AG in Sustainable Chemistry
- Vol. 6 (3) , 18
Open AccessSample Origin Effect on Chemical Reactivity of Tajogaite Volcanic Ashes for Ancient Mortar Repair
Volcanic ashes (VA) ejected by the Tajogaite Volcano were studied to determine their potential as pozzolanic materials for construction applications. A representative number of VA samples (15 in total) were collected from different geolocations and altitudes during and immediately after the volcanic eruption, in order to assess their reactivity as a function of position and environmental exposure. Various analytical techniques—XRD, FTIR, and SEM/EDX—were used to determine the initial microstructural composition of the VA samples. Additionally, saturated lime testing and the Frattini test were performed to evaluate their pozzolanic reactivity for use in historical mortars. The microstructural analyses revealed that the dominant mineral phases are aluminosilicates. The reactivity tests confirmed a good pozzolanic response, with the formation of C-A-S-H gels identified as the main hydration products at the studied curing times.
- Open Access
Up to 100% Replacement of Natural Materials from Residues: Recycling Blast Furnace Slag and Fly Ash as Self-Leveling Cementitious Building Materials
The objective of this research is to study the use in the construction industry of recycled slag (SL) and fly ash (FA) using from 0.1 to 5% calcium sulfate (wC). These wastes have been used to make ternary mixture systems and evaluated in terms of technological properties as cementitious materials for building applications. Studying their micro-structure as hydration products, setting times and mechanical properties shows a way to develop new mixtures from high proportion of waste, which are alternatives to the traditional nature ternary systems: Portland cement (PC), calcium aluminate cement (CAC) and calcium sulphate (C). Based on previous work with natural products, the selected SL/FA ratios were 9 and 2.3 and the sulphate contents were 0, 1 and 5%. The water/binder ratio used for these cementitious mixes was 0.4. The specimens prepared for strength determination were prisms of 10 × 10 × 60 mm. The pastes were prepared and cured at 20 °C and 98% relative humidity for 1 day and then either stored at 20 °C at 98% humidity (dry) or immersed in distilled water (wet) for 14 and 28 days. The results showed that both FA and SL mixed with C produce ettringite after 28 days of setting, and this phase was the main crystalline hydrated product in all mixes. Calcium sulphate stimulates the hydration reactions of the mixes and the strength increases when the C content is higher due to ettringite formation, while the setting time decreases, as happened in the systems prepared with natural materials.Open AccessUp to 100% Replacement of Natural Materials from Residues: Recycling Blast Furnace Slag and Fly Ash as Self-Leveling Cementitious Building Materials
The objective of this research is to study the use in the construction industry of recycled slag (SL) and fly ash (FA) using from 0.1 to 5% calcium sulfate (wC). These wastes have been used to make ternary mixture systems and evaluated in terms of technological properties as cementitious materials for building applications. Studying their micro-structure as hydration products, setting times and mechanical properties shows a way to develop new mixtures from high proportion of waste, which are alternatives to the traditional nature ternary systems: Portland cement (PC), calcium aluminate cement (CAC) and calcium sulphate (C). Based on previous work with natural products, the selected SL/FA ratios were 9 and 2.3 and the sulphate contents were 0, 1 and 5%. The water/binder ratio used for these cementitious mixes was 0.4. The specimens prepared for strength determination were prisms of 10 × 10 × 60 mm. The pastes were prepared and cured at 20 °C and 98% relative humidity for 1 day and then either stored at 20 °C at 98% humidity (dry) or immersed in distilled water (wet) for 14 and 28 days. The results showed that both FA and SL mixed with C produce ettringite after 28 days of setting, and this phase was the main crystalline hydrated product in all mixes. Calcium sulphate stimulates the hydration reactions of the mixes and the strength increases when the C content is higher due to ettringite formation, while the setting time decreases, as happened in the systems prepared with natural materials. - 31 March 2015
- Published by Springer Nature in Journal of Thermal Analysis and Calorimetry
- Vol. 121 (3) , 1197-1204
Thermal analysis of blended cements
- 31 March 2015
- Published by Springer Nature in Journal of Thermal Analysis and Calorimetry
- Vol. 121 (3) , 1197-1204
Thermal analysis of blended cements
- 1 October 2013
- Published by Wiley in Journal of the American Ceramic Society
- Vol. 96 (11) , 3589-3595
Raman Spectroscopy of Anhydrous and Hydrated Calcium Aluminates and Sulfoaluminates
Recent investigations have revealed the great potential of Raman spectroscopy for the characterization of clinker minerals and commercial Portland cements. The usefulness of this technique for the identification of anhydrous, hydrated, and carbonated phases in cement‐based materials has been demonstrated. In the present work, the application of micro‐Raman spectroscopy for the characterization of the main clinker phases of calcium aluminate cements and calcium sulfoaluminate cement is explored. The main stable hydrated phases as well as several important carbonated phases are investigated. Raman measurements on the following phases are reported: (i) pure, unhydrated phases: CA , C 12 A 7 , CA 2 , C 2 AS , cubic‐ C 3 A , C 4 AF , and C 4 A 3 ; (ii) hydrated phases: ettringite, monosulfoaluminate, and hydrogarnet ( C 3 AH 6 ); (iii) carboaluminate phases: hemicarboaluminate and monocarboaluminate. The present results, which are discussed in terms of the internal vibrational modes of the aluminate, carbonate, and sulfate molecular groups as well as stretching O–H vibrations, show the ability of Raman spectroscopy to identify the main hydrated and unhydrated phases in the aluminate and sulfoaluminate cements. The Raman spectra obtained in this work provide an extended database to the existing data published in the literature.
- 1 October 2013
- Published by Wiley in Journal of the American Ceramic Society
- Vol. 96 (11) , 3589-3595
Raman Spectroscopy of Anhydrous and Hydrated Calcium Aluminates and Sulfoaluminates
Recent investigations have revealed the great potential of Raman spectroscopy for the characterization of clinker minerals and commercial Portland cements. The usefulness of this technique for the identification of anhydrous, hydrated, and carbonated phases in cement‐based materials has been demonstrated. In the present work, the application of micro‐Raman spectroscopy for the characterization of the main clinker phases of calcium aluminate cements and calcium sulfoaluminate cement is explored. The main stable hydrated phases as well as several important carbonated phases are investigated. Raman measurements on the following phases are reported: (i) pure, unhydrated phases: CA , C 12 A 7 , CA 2 , C 2 AS , cubic‐ C 3 A , C 4 AF , and C 4 A 3 ; (ii) hydrated phases: ettringite, monosulfoaluminate, and hydrogarnet ( C 3 AH 6 ); (iii) carboaluminate phases: hemicarboaluminate and monocarboaluminate. The present results, which are discussed in terms of the internal vibrational modes of the aluminate, carbonate, and sulfate molecular groups as well as stretching O–H vibrations, show the ability of Raman spectroscopy to identify the main hydrated and unhydrated phases in the aluminate and sulfoaluminate cements. The Raman spectra obtained in this work provide an extended database to the existing data published in the literature.
- 1 May 2013
- Published by Elsevier in Cement and Concrete Research
- Vol. 47, 43-50
Hydration of calcium aluminates and calcium sulfoaluminate studied by Raman spectroscopy
- 1 May 2013
- Published by Elsevier in Cement and Concrete Research
- Vol. 47, 43-50
Hydration of calcium aluminates and calcium sulfoaluminate studied by Raman spectroscopy
- 12 February 2013
- Published by Springer Nature in Journal of Thermal Analysis and Calorimetry
- Vol. 114 (2) , 799-807
Conduction calorimetric studies of ternary binders based on Portland cement, calcium aluminate cement and calcium sulphate
- 12 February 2013
- Published by Springer Nature in Journal of Thermal Analysis and Calorimetry
- Vol. 114 (2) , 799-807
Conduction calorimetric studies of ternary binders based on Portland cement, calcium aluminate cement and calcium sulphate
- 1 November 2012
- Published by Elsevier in Cement and Concrete Composites
- Vol. 34 (10) , 1180-1186
Carbonation of ternary building cementing materials
- 1 November 2012
- Published by Elsevier in Cement and Concrete Composites
- Vol. 34 (10) , 1180-1186
Carbonation of ternary building cementing materials