Thierry Chaussadent
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Thierry Chaussadent has a total of 88 co-authors. Here are the top co-authors by number of shared publications:
- Patrick Dangla
Navier, ENPC, Institut Polytechnique de Paris, Univ. Gustave Eiffel, CNRS
4 shared publications Anaïs Grandclerc
3 shared publications- Eric D. van Hullebusch
Université Paris Cité, Institut de physique du globe de Paris, CNRS
3 shared publications Issam Nour
IFSTTAR/MAST/CPDM - Comportement Physico-chimique et Durabilité des Matériaux (14-20 Boulevard Newton - Cité Descartes, Champs sur Marne - F-77447 Marne la Vallée Cedex 2 - France)
3 shared publications- Juan Creus
LaSIE, UMR 7356 CNRS—La Rochelle Université, Bâtiment Marie Curie, Avenue Michel Crépeau, 17000 La Rochelle, France
3 shared publications Marielle Gueguen-Minerbe
3 shared publications
Latest Publications
- Open Access
- 3 December 2020
- Published by EDP Sciences in Matériaux & Techniques
- Vol. 108 (3) , 305
Biocolonisation of polymer-modified mortars
Polymer-modified mortars are cementitious materials that integrate polymers from 5 to 20 wt.%. Those materials are widely used for protecting and/or repairing concrete surfaces among which building facades, civil engineering structures, or sewage networks. In this context, polymer-modified mortars are applied into thin layers of about 1–3 cm. However, previous studies performed regarding such materials were carried out on massive pieces and did not consider the interactions between polymer-modified mortars and microorganisms. Nevertheless, such interactions can lead to undesired aesthetical or structural modifications of those materials. As a result, the main objective of this paper is to evaluate the resistance to biocolonisation of polymer-modified mortars applied into thin layers in environmental conditions that are representative of the on-site applications. Two formulations of polymer-modified mortars and a polymer-free mortar are characterised in the hardened state. Then, the resistance of those mortars to biocolonisation is tested by means of two laboratory accelerated tests. The first experiment is performed in order to recreate biofouling at the surface of the specimens, while the second one exposes the materials to biodeterioration. The results and analyses show that in the presence of polymer, both porosity and capillary absorption of mortars are reduced, but this does not allow preventing or slowing down biocolonisation. In addition, this study suggests that the nature of the polymer has an influence on bioreceptivity of polymer-modified mortars. Finally, our results suggest that in the presence of polymer, the global material may have an improved inner cohesion. Les composites mortier-polymère sont des matériaux cimentaires incorporant des polymères dans des proportions allant de 5 à 20 % en masse, par rapport à la masse de ciment. Ces matériaux sont de plus en plus utilisés pour des applications de protection et/ou de réparation des surfaces en béton telles que des façades, des ouvrages d’art ou encore des canalisations de réseaux d’assainissement. Pour de telles applications, il est à noter que les composites mortier-polymère sont appliqués en couche mince, de l’ordre de quelques centimètres. Toutefois, les études menées sur de tels matériaux sont réalisées sur des pièces massives, et ne traitent pas de leurs interactions avec les micro-organismes. Or, de telles interactions peuvent conduire à la modification non désirée des propriétés de ces matériaux, entraînant des modifications esthétiques ou structurelles. Ainsi, l’objectif principal de cette étude est d’évaluer la résistance des composites mortier-polymère face à la biocolonisation lorsque ceux-ci sont appliqués en couche mince et exposés à des conditions proches de celles rencontrées in situ. Deux composites mortier-polymère et un mortier exempt de polymère sont donc caractérisés à l’état durci. Ces mortiers sont ensuite exposés à des conditions représentatives d’une application en mortier de réparation via deux essais accélérés, le premier visant à conduire à la bioaltération des matériaux, le second visant à leur biodétérioration. Les résultats et analyses de ces travaux montrent que la présence de polymère conduit à une diminution de la porosité accessible à l’eau et de l’absorption capillaire des mortiers, mais ne permet pas d’empêcher ni de ralentir leur biocolonisation. De plus, il a pu être constaté que la nature du polymère influe sur la bioréceptivité des composites mortier-polymère. Enfin, les résultats suggèrent que la présence de polymère permettrait au mortier d’avoir une meilleure cohésion interne.
- 3 December 2020
- Published by EDP Sciences in Matériaux & Techniques
- Vol. 108 (3) , 305
Open AccessBiocolonisation of polymer-modified mortars
Polymer-modified mortars are cementitious materials that integrate polymers from 5 to 20 wt.%. Those materials are widely used for protecting and/or repairing concrete surfaces among which building facades, civil engineering structures, or sewage networks. In this context, polymer-modified mortars are applied into thin layers of about 1–3 cm. However, previous studies performed regarding such materials were carried out on massive pieces and did not consider the interactions between polymer-modified mortars and microorganisms. Nevertheless, such interactions can lead to undesired aesthetical or structural modifications of those materials. As a result, the main objective of this paper is to evaluate the resistance to biocolonisation of polymer-modified mortars applied into thin layers in environmental conditions that are representative of the on-site applications. Two formulations of polymer-modified mortars and a polymer-free mortar are characterised in the hardened state. Then, the resistance of those mortars to biocolonisation is tested by means of two laboratory accelerated tests. The first experiment is performed in order to recreate biofouling at the surface of the specimens, while the second one exposes the materials to biodeterioration. The results and analyses show that in the presence of polymer, both porosity and capillary absorption of mortars are reduced, but this does not allow preventing or slowing down biocolonisation. In addition, this study suggests that the nature of the polymer has an influence on bioreceptivity of polymer-modified mortars. Finally, our results suggest that in the presence of polymer, the global material may have an improved inner cohesion. Les composites mortier-polymère sont des matériaux cimentaires incorporant des polymères dans des proportions allant de 5 à 20 % en masse, par rapport à la masse de ciment. Ces matériaux sont de plus en plus utilisés pour des applications de protection et/ou de réparation des surfaces en béton telles que des façades, des ouvrages d’art ou encore des canalisations de réseaux d’assainissement. Pour de telles applications, il est à noter que les composites mortier-polymère sont appliqués en couche mince, de l’ordre de quelques centimètres. Toutefois, les études menées sur de tels matériaux sont réalisées sur des pièces massives, et ne traitent pas de leurs interactions avec les micro-organismes. Or, de telles interactions peuvent conduire à la modification non désirée des propriétés de ces matériaux, entraînant des modifications esthétiques ou structurelles. Ainsi, l’objectif principal de cette étude est d’évaluer la résistance des composites mortier-polymère face à la biocolonisation lorsque ceux-ci sont appliqués en couche mince et exposés à des conditions proches de celles rencontrées in situ. Deux composites mortier-polymère et un mortier exempt de polymère sont donc caractérisés à l’état durci. Ces mortiers sont ensuite exposés à des conditions représentatives d’une application en mortier de réparation via deux essais accélérés, le premier visant à conduire à la bioaltération des matériaux, le second visant à leur biodétérioration. Les résultats et analyses de ces travaux montrent que la présence de polymère conduit à une diminution de la porosité accessible à l’eau et de l’absorption capillaire des mortiers, mais ne permet pas d’empêcher ni de ralentir leur biocolonisation. De plus, il a pu être constaté que la nature du polymère influe sur la bioréceptivité des composites mortier-polymère. Enfin, les résultats suggèrent que la présence de polymère permettrait au mortier d’avoir une meilleure cohésion interne.
- 1 April 2020
- Published by Elsevier in Cement and Concrete Research
- Vol. 130
Quantifying glass powder reaction in blended-cement pastes with the Rietveld-PONKCS method
- 1 April 2020
- Published by Elsevier in Cement and Concrete Research
- Vol. 130
Quantifying glass powder reaction in blended-cement pastes with the Rietveld-PONKCS method
- 2 October 2019
- Published by SAGE Publications in Corrosion Engineering, Science and Technology: The International Journal of Corrosion Processes and Corrosion Control
- Vol. 55 (2) , 91-102
Rhamnolipids as an eco-friendly corrosion inhibitor of rebars in simulated concrete pore solution: evaluation of conditioning and addition methods
The objective of this study was to evaluate the use of rhamnolipids (RLs) extracted from Pseudomonas aeruginosa as a possible eco-friendly inhibitor for the corrosion protection of rebars in concrete. Two application methods were tested: application of RLs as a coating on the steel (conditioning method) and addition of the RLs directly to the aggressive environment (addition method). Both methods were evaluated for their ability to protect steel in simulated concrete pore solution containing 0.5 M NaCl. The results highlight a delay in the initiation of local corrosion followed by a rapid propagation rate of corrosion for conditioning method. This evolution is in relation with the heterogeneity of the formed RLs layers. The addition method provides a different film formation and better protection against corrosion. Using a 1 g·L concentration, the inhibition effect was observed at least for 24 h of immersion.- 2 October 2019
- Published by SAGE Publications in Corrosion Engineering, Science and Technology: The International Journal of Corrosion Processes and Corrosion Control
- Vol. 55 (2) , 91-102
Rhamnolipids as an eco-friendly corrosion inhibitor of rebars in simulated concrete pore solution: evaluation of conditioning and addition methods
The objective of this study was to evaluate the use of rhamnolipids (RLs) extracted from Pseudomonas aeruginosa as a possible eco-friendly inhibitor for the corrosion protection of rebars in concrete. Two application methods were tested: application of RLs as a coating on the steel (conditioning method) and addition of the RLs directly to the aggressive environment (addition method). Both methods were evaluated for their ability to protect steel in simulated concrete pore solution containing 0.5 M NaCl. The results highlight a delay in the initiation of local corrosion followed by a rapid propagation rate of corrosion for conditioning method. This evolution is in relation with the heterogeneity of the formed RLs layers. The addition method provides a different film formation and better protection against corrosion. Using a 1 g·L concentration, the inhibition effect was observed at least for 24 h of immersion.- 1 September 2019
- Published by Elsevier in Electrochimica Acta
- Vol. 317, 486-493
Electrochemical chloride extraction to repair combined carbonated and chloride contaminated reinforced concrete
- 1 September 2019
- Published by Elsevier in Electrochimica Acta
- Vol. 317, 486-493
Electrochemical chloride extraction to repair combined carbonated and chloride contaminated reinforced concrete
- 16 March 2019
- Published by Association for Materials Protection and Performance (AMPP) in Corrosion
- Vol. 75 (7) , 799-808
Graphene Nanoplatelets Coating for Corrosion Protection of Aluminum Substrates
In this work, the properties of re-assembled graphene nanoplatelets were studied as an effective anticorrosion coating for aluminum (Al) substrate in 0.5 M sodium chloride (NaCl) solutions at room temperature (30°C). Scanning and transmission electron microscopy, as well as Raman spectroscopy, reveal the high-quality multilayer graphene nanoplatelets. The modifications of the corrosion resistance characteristic were investigated by open-circuit potential, followed by electrochemical tests such as potentiodynamic polarization (Tafel curves) and electrochemical impedance spectroscopy. The electrochemical results showed that the graphene nanoplatelets provided effective resistance against the corrosive medium during the two weeks of immersion in the saline medium. Scanning electron microscopy, Raman spectroscopy, and energy dispersive x-ray studies performed after immersion in the corrosive medium confirmed that a graphene-coated aluminum surface was well protected compared to an uncoated substrate.
- 16 March 2019
- Published by Association for Materials Protection and Performance (AMPP) in Corrosion
- Vol. 75 (7) , 799-808
Graphene Nanoplatelets Coating for Corrosion Protection of Aluminum Substrates
In this work, the properties of re-assembled graphene nanoplatelets were studied as an effective anticorrosion coating for aluminum (Al) substrate in 0.5 M sodium chloride (NaCl) solutions at room temperature (30°C). Scanning and transmission electron microscopy, as well as Raman spectroscopy, reveal the high-quality multilayer graphene nanoplatelets. The modifications of the corrosion resistance characteristic were investigated by open-circuit potential, followed by electrochemical tests such as potentiodynamic polarization (Tafel curves) and electrochemical impedance spectroscopy. The electrochemical results showed that the graphene nanoplatelets provided effective resistance against the corrosive medium during the two weeks of immersion in the saline medium. Scanning electron microscopy, Raman spectroscopy, and energy dispersive x-ray studies performed after immersion in the corrosive medium confirmed that a graphene-coated aluminum surface was well protected compared to an uncoated substrate.
- 1 March 2018
- Published by Elsevier in Cement and Concrete Research
- Vol. 105, 126-133
Modelling of the sulfuric acid attack on different types of cementitious materials
- 1 March 2018
- Published by Elsevier in Cement and Concrete Research
- Vol. 105, 126-133
Modelling of the sulfuric acid attack on different types of cementitious materials
- 1 October 2017
- Published by Elsevier in Construction and Building Materials
- Vol. 152, 576-586
Impact of cement composition on the adsorption of hydrogen sulphide and its subsequent oxidation onto cementitious material surfaces
- 1 October 2017
- Published by Elsevier in Construction and Building Materials
- Vol. 152, 576-586
Impact of cement composition on the adsorption of hydrogen sulphide and its subsequent oxidation onto cementitious material surfaces
- Top Cited Papers
- 1 June 2017
- Published by Elsevier in Cement and Concrete Research
- Vol. 96, 27-41
On the influence of Mg/P ratio on the properties and durability of magnesium potassium phosphate cement pastes
- 1 June 2017
- Published by Elsevier in Cement and Concrete Research
- Vol. 96, 27-41
Top Cited PapersOn the influence of Mg/P ratio on the properties and durability of magnesium potassium phosphate cement pastes
- Top Cited Papers
- 1 January 2017
- Published by Elsevier in Cement and Concrete Research
- Vol. 91, 117-122
Mechanisms of k-struvite formation in magnesium phosphate cements
- 1 January 2017
- Published by Elsevier in Cement and Concrete Research
- Vol. 91, 117-122
Top Cited PapersMechanisms of k-struvite formation in magnesium phosphate cements