
Interactions Materials - Microorganisms
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Persons
Christine LORS, Professeur de l'Institut Mines Télécom, est responsable de la thématique relative aux interactions entre les microorganismes et les matériaux au sein du département Génie Civil & Environnemental de l'École Nationale Supérieure des Mines de DouaiFeugeas Françoise :
Françoise FEUGEAS, Professeur des Universités à l'INSA de Strasbourg enseigne la science des matériaux. Elle co-dirige l'équipe Génie Civil et Énergétique du laboratoire ICube de Strasbourg.Tribollet Bernard :
Bernard TRIBOLLET, Directeur de Recherche Émérite au laboratoire Interfaces et Systèmes Électrochimique (CNRSUPMC) est spécialiste en électrochimie notamment appliquée à la biocorrosion.
Content
- Cover
- Table of contents
- Preface
- List of authors
- Acknowledgements
- Theme 1 Physico-chemistry of surfaces
- 1. Introduction to the physical chemistry of surfaces
- 1.1 Generalities
- 1.2 Surface tension and wettability
- 1.2.1 Concepts
- 1.2.2 Applications
- 1.3 Adsorption
- 1.4 Charged surfaces
- 1.4.1 Concepts
- 1.4.2 Interactions between charged surfaces
- 1.5 Characterization and modification of surfaces
- Acknowledgements
- References
- 2. Construction materials: general description and physical chemistry
- 2.1 General description - cements, mortars and concretes
- 2.1.1 Portland cement
- 2.1.2 Calcium Aluminate Cements (CAC)
- 2.1.3 Modern cements: mixtures of minerals
- 2.2 Setting and hardening - fundamental principles of crystallisation
- 2.2.1 Notions of solubility equilibrium, undersaturation and supersaturation
- 2.2.2 Nucleation
- 2.2.3 Crystal growth
- 2.2.4 Principles of crystallisation applied to Portland cement
- 2.2.5 Principles of crystallisation applied to calcium aluminate cements
- 2.3 Surface chemistry of hydrated cements
- 2.3.1 Surface charge and z (zeta) potential
- 2.3.2 Consequences for cementitious materials
- 2.4 Conclusion
- References
- 3. Microorganism-Concrete Interactions
- 3.1 General information
- 3.2 Parameters influencing the bioreceptivity of cementitious materials
- 3.2.1 Relationship between these parameters and bioreceptivity
- 3.2.2 Surface energy
- 3.2.3 Measurement of contact angles
- 3.3 Measurements of the evolution of surface properties of cementitious pastes with the technique of measurement of dynamic angles
- 3.3.1 Implementation
- 3.3.2 Evolution of contact angles as a function of time
- 3.3.3 Evolution of contact angles as a function of diameter
- 3.4 Conclusion
- References
- Theme 2 Biofilms: actors of biodeterioration
- 4. The bacterial cell: the functional unit of biofilms
- 4.1 Introduction
- 4.2 Microorganisms
- 4.3 Microbial diversity and habitat diversity
- 4.4 Structures and functions of the bacterial cell
- 4.4.1 Cytoplasm, the nucleoid, and inclusions
- 4.4.2 The cytoplasmic membrane
- 4.4.3 Cell envelopes
- 4.4.4 Appendages, filaments and cytoplasmic extensions
- 4.5 Metabolism in bacteria
- 4.5.1 Aerobic respiration of chemoorganotrophs
- 4.5.2 Aerobes chemolithotrophs
- 4.5.3 The anaerobic respirations
- 4.5.4 Fermentations
- 4.5.5 Stratification and spatiometabolic structuration, syntrophy
- 4.5.6 Couplings of biotic and abiotic reactions: indirect biotic reactions
- 4.6 Conclusion
- References
- 5. Biofilm lifestyle of the microscopic inhabitants of surfaces
- 5.1 Biofilms, a lifestyle that concerns us
- 5.2 A continuous construction site
- 5.3 A complex organic cement to maintain the edifice
- 5.4 Nearly indestructible buildings
- 5.4.1 The extracellular matrix as a protective shield
- 5.4.2 Differentiation and physiological adaptation
- 5.4.3 The biofilm as a trigger of genetic plasticity in bacteria
- 5.4.4 Quorum-sensing, the social network of bacteria
- 5.4.5 Multispecies biofilms: a successful alliance
- 5.5 How to live with bio lms
- References
- 6. Journey to the centre of biofilms: nature, cohesiveness and functions of the exopolymer matrix
- 6.1 Chemistry of EPS in environmental biofilms
- 6.2 Contribution of EPS to the cohesiveness of biofilms
- 6.3 Reactivity of EPS in biofilms
- 6.3.1 Trapping ions and organics by EPS
- 6.3.2 Hydrolytic enzymes associated with EPS
- 6.3.3 Protection of biofilms against disinfectants
- 6.4 Conclusion
- References
- 7. Biofilms in a marine environment: example of intertidal mud flats and metallic port structures
- 7.1 Biofilm life of marine bacteria
- 7.2 Consequences of the establishment of biofilms on human activity in the marine environment
- 7.3 Bacterial communities of two examples of marine biofilms that may have different impacts
- 7.3.1 The biofilms of the intertidal mudflats
- 7.3.2 The biofilms of metallic port structures
- 7.3.3 Interactions within marine biofilms
- 7.4 Conclusion
- References
- 8. Bio lms and management of microbial quality in drinking water supply systems
- 8.1 From treatment plant to the tap: a vast and complex to manage chemical and biological reactor
- 8.2 The water-material interfaces in drinking water distribution systems
- 8.3 Evolution of understanding of the causes for bacterial growth in drinking water distribution systems
- 8.3.1 Biodegradable organic matters
- 8.3.2 Knowledge on biofilms
- 8.4 Controlling biofilms in drinking water distribution systems
- 8.5 Conclusion
- References
- 9. Bio lms in industrial cooling circuits
- 9.1 Introduction
- 9.2 Bio lm and evaporative cooling circuits: health hazard
- 9.2.1 Evaporative cooling circuits
- 9.2.2 Characteristics of biofilms in the circuits
- 9.2.3 Detection and measurement of the biofilm
- 9.2.4 "Risk of Legionella" and the role of biofilm
- 9.2.5 Major health hazard factors
- 9.2.6 "Legionella risk" management strategy
- 9.3 Bio lm in a refrigerated system: the risk of corrosion
- 9.3.1 Cold water piping system
- 9.3.2 Characteristics of biofilms in cold water piping systems
- 9.3.3 Danger due to corrosion induced by microorganisms
- 9.3.4 Major risk factors
- 9.3.5 Corrosion risk management strategy
- 9.4 Conclusion
- References
- Theme 3 Biocorrosion of metallic materials
- 10. Electrochemical methods applied to biocorrosion
- 10.1 Introduction
- 10.2 Influence of EPS obtained from Pseudomonas sp. NCIMB 2021 on the corrosion behaviour of 70Cu-30Ni alloy in sea water
- 10.2.1 Experimental methods
- 10.2.2 Results: electrochemical measurements
- 10.2.3 Corrosion mechanism
- 10.2.4 Impedance model
- 10.2.5 Results: corrosion current
- 10.3 Influence of EPS extracted from Desulfovibrio alaskensis on the corrosion behaviour of carbon steel St37-2 in sea water
- 10.3.1 Experimental results
- 10.3.2 Results
- 10.4 Conclusion
- Acknowledgments
- References
- 11. On the iron-sulphur interactions involved in biocorrosion phenomena
- 11.1 Introduction
- 11.2 Marine corrosion of carbon steel
- 11.2.1 Role of the corrosion product layer
- 11.2.2 Description of the corrosion product layer
- 11.3 Corrosion of carbon steel in argillite and corrosion cells associated with heterogeneous corrosion product layers
- 11.3.1 Heterogeneity of the corrosion product layer
- 11.3.2 Galvanic cells and heterogeneity of the corrosion product layer
- 11.4 Conclusion
- References
- Theme 4 Biodeterioration of non-metallic materials
- 12. Biodeterioration of cementitious materials: interactions environment - microorganisms - materials
- 12.1 Introduction
- 12.2 Interactions between the environment and microorganisms
- 12.2.1 Algae and cyanobacteria
- 12.2.2 Fungi
- 12.2.3 Bacteria
- 12.3 Interactions between the environment and cementitious materials
- 12.3.1 Ageing of cementitious materials according to the environment
- 12.3.2 Biocolonization of cementitious materials
- 12.4 Interactions between the environment and cementitious materials: biodeterioration
- 12.4.1 Aesthetic biodeterioration
- 12.4.2 Mechanical biodeterioration
- 12.4.3 Chemical / mechanical biodeterioration
- 12.5 Scientific approach to study the biodeterioration of cementitious materials
- 12.5.1 Laboratory tests for aesthetic biodeterioration
- 12.5.2 Laboratory tests for the chemical/mechanical biodeterioration
- 12.6 Conclusion
- References
- 13 Concrete biodeterioration
- 13.1 Introduction
- 13.2 Material biodeterioration, specificities of concrete
- 13.2.1 Chemical specificity
- 13.2.2 Physics specificities
- 13.2.3 Specificity of the study of the actual biodeterioration of concrete
- 13.3 Generic biodeterioration process
- 13.4 Measurement of concrete biodeterioration
- 13.4.1 Physical Properties
- 13.4.2 Chemical properties
- 13.5 Improvement of concrete strength
- 13.5.1 Concrete composition
- 13.5.2 Implementation
- 13.6 Differences between chemical attack and biological attack
- 13.7 Conclusion
- References
- 14. Biodeterioration of cementitious materials in sewage structures
- 14.1 Introduction
- 14.2 How does biodeterioration manifest itself in sewage and wastewater structures?
- 14.3 Hydrogen sulphide: the main vector of biodeterioration phenomenon in sewage structures
- 14.4 Impact of biodeterioration on cement materials
- 14.4.1 Influence of the chemical composition of the cement material on its durability in sewage systems
- 14.4.2 Polymer coatings as protection for cement materials in sewage and wastewater systems
- 14.5 Tests in situ for the study of the biodeterioration phenomenon in sewage and wastewater systems
- 14.5.1 Exposure in South Africa, the Virginia Experimental Sewer
- 14.5.2 Exposure in Japan, Hokkaido university
- 14.5.3 Exposure in France, Ifsttar
- 14.6 Conclusion
- References
- 15. Biodeterioration of cultural properties
- 15.1 Introduction
- 15.2 Microorganisms involved in the biodeterioration of cultural property
- 15.2.1 Microscopic fungi
- 15.2.2 Basidiomycetes
- 15.2.3 Non-photosynthetic bacteria
- 15.2.4 Photosynthetic microorganisms
- 15.3 Fungi detection methods
- 15.4 Manganese oxidation of medieval stained glass windows
- 15.5 Treatments methods: the use of UV-C radiation
- 15.6 Conclusion
- References
- Theme 5 Design and modi cation of materials
- 16. Choosing metallic materials with respect to microbial induced corrosion
- 16.1 Introduction
- 16.2 Titanium and its alloys
- 16.3 Aluminium and its alloys
- 16.4 Non-alloy steels
- 16.4.1 Pitting factor
- 16.4.2 Quantification of general corrosion in natural water
- 16.5 Stainless steels
- 16.5.1 Aerated environments
- 16.5.2 Deaerated environments
- 16.5.3 Mixed environments (with aerated and deaerated zones)
- 16.6 Conclusion
- References
- 17. Antimicrobial surfaces: A tool to combat biofilm development
- 17.1 Introduction
- 17.2 Different types of antimicrobial surfaces or coatings
- 17.2.1 Nanostructured surfaces
- 17.2.2 Antimicrobial peptides
- 17.2.3 Polymer with anti-adhesive property: polyethylene glycol
- 17.2.4 Coating containing nanoparticles (Ag, Cu, TiO2, ZnO, CuO)
- 17.2.5 Biocidal polymers (hydrophobic cationic polymers, N-halamines)
- 17.3 Focus on N-halamine coatings (regenerable)
- 17.4 Conclusion
- References
- 18. Extracellular microbial substances for cementitious materials
- 18.1 Introduction: cementitious materials and admixtures
- 18.2 Extracellular microbial substances
- 18.3 Influence of the EPSs on mechanical performances
- 18.3.1 Rheological properties
- 18.3.2 Compressive strength
- 18.4 Influence of EPS on physicochemical characteristics
- 18.4.1 Porosity
- 18.4.2 Mechanisms of hydration
- 18.4.3 Roughness of cement pastes
- 18.5 Interaction between extracellular substances and cementitious materials: curative actions
- 18.5.1 Self-healing concrete
- 18.5.2 Permeability of cementitious materials
- 18.6 Conclusion
- References
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