Littérature scientifique sur le sujet « Matériaux de construction durables »
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Articles de revues sur le sujet "Matériaux de construction durables"
KOUTOUS, Ahmed, Guillaume LACOMBE et Ali HAMMANI. « Les « notfias » du Maroc : une technique ancestrale de collecte et stockage des eaux pluviales ». Techniques Sciences Méthodes 7-8 (21 août 2023) : 87–95. http://dx.doi.org/10.36904/tsm/202307087.
Texte intégralTehami, Mohamed, et Karima Anouche. « Présences des préoccupations énergétiques dans l’approche conceptuelle de Fernand Pouillon dans les années 50 Cas d’étude de la cite Climat de France de Pouillon à Alger ». Journal of Renewable Energies 20, no 1 (12 octobre 2023) : 11–24. http://dx.doi.org/10.54966/jreen.v20i1.605.
Texte intégralBERTOUT, J., J. LEPINASSE, A. BRASDEFER et C. PERNIN. « Systèmes de sols urbains perméables, adaptés au changement climatique et favorisant la biodiversité ». Techniques Sciences Méthodes, no 10 (20 octobre 2021) : 85–97. http://dx.doi.org/10.36904/tsm/202110085.
Texte intégralHantaniaina, RAHARINIERANA, RAVALINIAINA Kantonieràna Miravo Finarit, RAMAROSON Jean de Dieu et ANDRIANARY Philippe Antoine. « Contribution A L’Etude Des Briques De Terre Comprimées Et Stabilisées Par Le Mélange Chaux – Ciment Sur La Satisfaction Des Occupants Dans Les Résidences Modernes Durables Naturellement Ventilées En Zone Tropicale « Cas De L’Ile De Madagascar » ». International Journal of Progressive Sciences and Technologies 39, no 1 (25 juin 2023) : 226. http://dx.doi.org/10.52155/ijpsat.v39.1.5396.
Texte intégralNouri, Malek. « L’impression 3D en design : pour une future expérience créative en Tunisie ». Revista de Ensino em Artes, Moda e Design 7, no 3 (18 septembre 2023) : 1–19. http://dx.doi.org/10.5965/25944630732023e3369.
Texte intégralVUILLEMIN, Jerôme. « Le cryptoméria de La Réunion (Cryptomeria japonica) : durabilité naturelle face aux champignons basidiomycètes et aux termites, et apports de la spectroscopie proche infrarouge dans la prédiction de ses caractéristiques ». BOIS & ; FORETS DES TROPIQUES 358 (25 décembre 2023) : 73–74. http://dx.doi.org/10.19182/bft2023.358.a37418.
Texte intégralSimon, Claude. « Matériaux de construction ». Cahiers Claude Simon, no 4 (30 novembre 2008) : 9–17. http://dx.doi.org/10.4000/ccs.590.
Texte intégralNdiaye, N. « La filiere de consommation : un modèle dynamique d'analyse des marchés de métaux ». Revue de Métallurgie 92, no 4 (avril 1995) : 555–71. http://dx.doi.org/10.1051/metal/199592040555.
Texte intégralLaurichesse, Jean-Yves. « Note sur « Matériaux de construction » ». Cahiers Claude Simon, no 4 (30 novembre 2008) : 19–27. http://dx.doi.org/10.4000/ccs.591.
Texte intégralBertron, A., F. Feugeas et I. Frateur. « Interactions microorganismes – matériaux de construction ». Matériaux & ; Techniques 103, no 2 (2015) : 201. http://dx.doi.org/10.1051/mattech/2015025.
Texte intégralThèses sur le sujet "Matériaux de construction durables"
Simons, Alexis. « Caractérisation et maîtrise de la prolifération microbienne dans des produits biosourcés pour des bâtiments sains et durables ». Thesis, Toulouse 3, 2018. http://www.theses.fr/2018TOU30246/document.
Texte intégralImpacts of building on environment and on health of inhabitants are nowadays priority issues. The interest for earthen materials is increasing for many reasons (ecological, economical, etc.), but some questions are raised about their fungal proliferation sensitivity considering the quality of indoor air. This work consists in characterizing by cultural and metabarcoding methods the fungal and bacterial communities on the surface of earthen building materials, biobased or not, and raw materials. Detected fungi are related to those which are identified in conventional buildings. The addition of vegetal fibers don't modify the fungal communities structure, but make the material more favorable for proliferation. The fungal development appears only under water damage condition. Biocontrol methods with bacteria have been initiated in order to inhibit the fungal proliferation on these materials
Niang, Ibrahim. « Contribution à la certification des bâtiments durables au Sénégal : cas d'étude des matériaux de construction biosourcés à base de Typha ». Thesis, Reims, 2018. http://www.theses.fr/2018REIMS030.
Texte intégralThis work is a part of PNEEB/Typha project (National Program for Energy Efficiency of Buildings) for the valorisation of an invasive reed, the Typha Australis, as a thermal insulator to improve the energy efficiency of buildings in Senegal. An agromaterial based on clay soil and Typha Australis is elaborated in order to evaluate the influence of the amount and fibres morphology on the material behaviour. For this, two production mode of granulates are chosen: longitudinal and transversal cut. Physical properties are studied (porosity, apparent, and absolute density, microstructure) and mechanical strength is determined. Sound absorption is also evaluated, as well as hygrothermal properties, and fire behaviour. Results show that granulate morphology affects the mechanical shear and flexure behaviour, as well as the acoustic absorption. Its impact on the compression strength is less pronounced. A greater portion of Typha fibers reduces the mechanical strength. However, hygrothermal performances are increased due to the aggregates porosity. Typha transverse fraction improves thermal resistance and increase water vapor transfer. This study also shows that these materials are excellent moisture regulators. Finally, fire tests reveal that it can be classified as combustible but non-flammable due to the clay presence. The fibres shape does not have a great influence
Ouedraogo, Kouka Amed Jérémy. « Stabilisation de matériaux de construction durables et écologiques à base de terre crue par des liants organiques et/ou minéraux à faibles impacts environnementaux ». Thesis, Toulouse 3, 2019. http://www.theses.fr/2019TOU30199.
Texte intégralIn the climate change mitigation context, unfired earth materials are a valuable alternative to cement concrete for reducing the construction sector related CO2 emission. However, this millenary construction material still has to meet current standards on mechanical and water resistance requirements. Hence, most industrial applications and papers on unfired earth stabilization use cement and lime for the stabilization of earth. But (Van Damme et al., 2017) pointed out the fact the high embodied energy of mineral binders and the high amount used for earth stabilization lead to doubt about the environmental friendliness of those solutions given their low improvement of the mechanical strengths. Yet, ancient earthen buildings and vernacular construction techniques in the worldwide showed the stabilization potential of some biopolymers. The so-called organic binders are food industry byproducts, which use for ancient earthen building renovation and vernacular techniques are recently revealed in some studies. Our study aims to propose a stabilization of earth for modern buildings with a good compromise between mechanical and water resistance performance on the one hand, and environmental impact on the other hand. A discussion on the relevance of proposing unfired earth bricks stabilized with cement and hydrated lime as an alternative to hollow concrete blocks led to limit the binder's content to 4% wt. of the dry soil. Preliminary tests on nine biopolymers have identified a few promising organic binders upstream, including ovalbumin (egg white protein), which does not require pre-activation. Thus, this organic binder as well as Portland cement and hydrated lime were used at 0, 2, and 4% to stabilize two soils (B and N) from the Occitanie region with different mineralogical characteristics. The results on compressive strength showed that the curing is necessary to guarantee the effectiveness of the mineral binders. In addition, the increase in manufacturing dry density at least equal to that of unstabilized soils' ones considerably improves the effectiveness of the stabilization. The improvement in dry compressive strength is greater on soil B, which is mainly composed of kaolinite, than on soil N, which is composed of montmorillonite and chlorite. However, on water resistance (wet compressive strength), it is the soil N that is better. Overall the formulations, those with 4% cement and ovalbumin at a manufacturing density equal to that of the soils alone, comply with the minimum resistance criteria both in the dry and wet state given in the French standard (XP P 13-901, 2001) standard. The surprise of this study is that ovalbumin gives much better mechanical performances and better durability (water resistance) than cement and lime for the same contents. In terms of hygrothermal performance, we have observed that the addition of binders reduces the hygroscopic capacities of soils. But they remain good according to the Nordtest criterion up to 4% addition of binder. It's worth mentioning that ovalbumin reduces soil hygroscopy much more than other binders. The thermal conductivity measured on mixtures with densities equal to the density of soils alone does not change. This confirms the observations made in the literature about the correlation between the dry density of materials and their thermal conductivities. Classical mineralogical analysis techniques (XRD, IR spectroscopie, and TGA) were used in order to explain the mechanisms of the stabilizations. But they only highlighted the well-known mechamisms of the stabilization with mineral binders unlike the ones of ovalbumin for which further investigations are still required
Tran, Van Huong. « Optimisations mécaniques des constructions en matériaux locaux ». Electronic Thesis or Diss., Vaulx-en-Velin, École nationale des travaux publics de l’État, 2014. http://www.theses.fr/2014ENTP0014.
Texte intégralLocal materials used in civil engineering are directly available on construction site or close places. Among these materials, we studied soil, the rubble stone masonry (stone masonry associated with clay mortar or lime mortar), and the pudding concrete. New constructions using local materials are promising to compete with conventional materials, due to their low embodied energy and reduction of waste. However, until now, these constructions remain limited in the world and particularly in France, due to difficulties of implementation: low strength, lack of design rules and implementation guide. Therefore, the general objective of this thesis is to facilitate the use of local material to build the sustainable constructions. So, study in material and structural scales has been done on this type of construction. At the scale of the material, the mechanical behavior of the local materials has been studied by determining their mechanical properties by laboratory tests. An optimization procedure for the composition of the materials according to their strength has also been proposed for earthen materials (compacted earth, mixed earth and concrete of pudding). At the structural scale, mechanical and dynamical behaviors of constructions using local materials have been studied on some structures. Firstly, the mechanical behavior of a new stone masonry bridge was studied by measuring its displacements at the stage of the formwork removal. The singular profile of the displacements field with a singularity for voussoirs very close to the keystone was found. A 2D numerical analysis of the formwork removal using DEM was proposed to provide better insight on mechanisms that took place on site. The reduction of the extent of the contact zone between the voussoirs enabled finding the peculiar displacement field observed on-site. Secondly, the dynamic behavior of an old rubble stone masonry building was studied by determining its dynamic characteristics using in-situ measurements of background noise. Then, a 3D numerical model using FEM was validated by comparing with experimental results. Seismic vulnerability of the building was also estimated by a simulation of the seismic actions in this model according to EC8. Thirdly, an optimization procedure for the arch shape was proposed in the case of concrete of pudding stone house. The principle of justification of the stability using the yield design analysis was also discussed
Zhu, Xiaodong. « Étude à l'échelle nanométrique du nano-revêtement organique efficace sur la surface de la pâte de ciment dans un environnement agressif pour des matériaux de construction durables ». Electronic Thesis or Diss., Université de Lille (2022-....), 2023. https://pepite-depot.univ-lille.fr/ToutIDP/EDENGSYS/2023/2023ULILN035.pdf.
Texte intégralImproving the life-time of cement paste is a significant challenge in construction sector. Surface treatment approaches, such as surface coating, surface pore sealing, and surface impregnation, have been playing a significant role to improve the durability of cement-based structures especially in preventing surface deterioration and damage. Experimental investigations indicate that surface coating, acting as a physical barrier, is an effective way for enhancing the durability of materials by avoiding the penetration either of water or hazards substances. Due to the experimental observation limitations, there is an urgency need to deeper delve the atomic level to understand the mechanism behind the success hydrophobic behavior of cement surface modified with a nano-coating treatment.Therefore, this dissertation adopts a nano-scale level study to understand and control the nano-coating process to engineer an impermeable hydrophobic Calcium-Silicate-Hydrate (CSH) surface through nano-coating of epoxy and rubber films under aggressive environment. To this end, Molecular Dynamics (MD) simulations based on a combination potential of a general force field (CLAYFF) and the consistent-valence force field (CVFF) have been employed to represent the interatomic interactions between CSH and epoxy or rubber films. A developed realistic model has been used to represent the CSH nanostructure.The thesis is dedicated, first, to study deeply the hydrated surface properties of CSH paste in order to thoroughly understand the hydrophilic nature of the (001) CSH surface. Then, a fully investigation has been performed on the interfacial interaction and adhesion properties between epoxy resins nano-coating and CSH surface. For that, we use diglycidyl ether of bisphenol A (DGEBA) as epoxy monomer and m-phenylenediamine (MPD) as hardener. Thereafter, an in-depth analysis of a hydrophobic rubber nano-coating process onto CSH surface is explored. Four types of rubber are employed, as TPI (1,4-trans-Polyisoprene), CPI (1,4-cis-Polyisoprene), TPB (1,4-trans-Polybutadiene), and CPB (1,4-cis-Polybutadiene). Finally, the present work is devoted to analyze the interfacial deterioration process between epoxy/rubber nano-coating of CSH surfaces under aggressive environment, like a salty water (4 wt.% of NaCl).Results obtained indicate that epoxy and rubber coated CSH surface energy are drastically dropped to the range of 33.7 mJ/m2- 48.4 mJ/m2, which extremely reduces the hydrophilicity of the CSH surface. The averaged contact angle between water-nanodroplet and rubber coated CSH surface is found in range of 92.85° and 98.11°. The calculated interfacial adhesion between organic-coatings (epoxy and rubber) and CSH is in range of 49.42 mJ/m2 to 102.81 mJ/m2. Additionally, m-phenylenediamine (MPD) would highly improve the epoxy nano-coating efficiency. Regarding rubber nano-coating, it is found that coating process with TPI (1,4-trans-Polyisoprene) and CPB (1,4-cis-Polybutadiene) than CPI (1,4-cis-Polyisoprene) and TPB (1,4-trans-Polybutadiene) will enhance efficiently the impermeability of CSH paste. Under aggressive conditions, non-fully epoxy nano-coating is detached more distorted in 4 wt.% of NaCl solution due to the chlorine ions, which are responsible to attack the CSH surface. A continuous well-distributed rubber nano-coating is capable to make CSH impermeable under harsh environment leading to a promising future for sustainable cementitious materials.The doctoral thesis concludes the feasibility and reliability of nano-coating by rubber film to prevent the interfacial deterioration of CSH surfaces in aggressive environment and to improve the impermeability of nano-coated CSH surfaces for more durable cementitious materials
Li, Hang. « Utilisation de matériaux bois intelligents pour la gestion durable des infrastructures ». Thesis, Toulouse 3, 2017. http://www.theses.fr/2017TOU30288/document.
Texte intégralFor fifteen years, we restart to construct with wood, and particularly with glulam to respond to the new challenges imposed by the issues of sustainable development. However, degradation issues related to moisture content (MC) or wetting/drying cycles limit the development of timber structures. As a result, the MC monitoring in timber structures becomes a critical issue. Today, several solutions exist but they do not allow a local monitoring in the lamellas of glulam. Such a solution would improve the prediction of the service life of timber structures. In the light of this observation, we proposed to transform glulam into "smart material" by embedding a MC monitoring system in the lamellas, and this, considering the major constraints of fabrication of this material (small glue line thickness, important bonding pressure, etc.). To achieve this, we have conducted a bibliographic research, in order to select the monitoring methods which can satisfy these constraints. According to this research, two technologies turn out to be interesting: the electrical measurements and the ultrasonic measurements. Several measurement configurations were proposed and tested in this PhD work. Thereafter, we conducted preliminary tests to make sure of the good functionality of these measurement configurations, and also to verify the behavior of sensors throughout the glulam fabrication process. Afterwards, we moistened the specimens with two different moistening protocols in order to verify the feasibility of MC monitoring with embedded sensors. Results showed that all the measurement configurations are operational for the MC monitoring in glulam specimens. Moreover, for electrical measurements, our results show that we can adopt almost the same calibration models for the MC monitoring by resistive measurements, no matter the type of sensors used. Furthermore, it is possible to obtain complementary information by the realization of the resistive and capacitive measurements at the same time, using surface electrodes. Regarding the ultrasonic measurements, we have obtained the sensibility curves in frequency of several families of piezoelectric film sensors. On the other hand, the influence of bonding pressure and of sensor distance on the electrical/ultrasonic measurements was also investigated in this study. Future studies will consist in using these measurement configurations to perform in situ monitoring in timber structures, and also to establish a link between the durability of glulam structures and the wetting/drying cycles in order to predict the service life of timber structures
Zmamou, Hafida. « Eco-conception de nouveaux agromatériaux à partir de cendre de chaudière biomasse. Relation structures-propriétés ». Rouen, 2015. http://www.theses.fr/2015ROUES055.
Texte intégralValorizing the industrial by-products int alternative materials for road engineering according to SETRA recommendations is a major scientific challenge for the environment and the circular economy. The Wastepaper Sludge Ash (WSA) is a waste material that comes from the recycled paper industry. Previous studies showed that they have hydraulic and/or pouzzolanic properties. These by-products being available in large quantities at attractive cost are an asset for material valorization. To use alternative materials is in perfect adequacy with the fact of valorizing WSA in road engineering. As binders, WSA having a low impact in terms of carbon print compared to usual hydraulic binders. This research work was undertaken to valorize as eco-materials, important volumes of WSA. Two application fields were selected. They consern the implementation of an innovative road material for road engineering and territorial management, and the eco-design of agromaterials for construction. This work proposes two experimental approaches : (1) on optimization of the matrix based on WSA and mineral additives and (ii) addition of natural aggregates for making eco-agromaterials. The natural aggregates are renewabke resources obtained from agriculture. These chosen aggregates are local resources, using local handcraft, and mobilizing the local expertise for short circuit of material valorization. The study contains four parts : (1) formulations and implementation of eco-materials, (2) analysis of their mechanical behavior, their durability and long-term behavior, (3) a study of environmental behavior and (4) a microstructural analysis of eco-materials. The WSA treatment with water and mineral additives decreases considerably their environmental impact. The correlation between these parameters allowed obtaining an eco-material (A) and eco-agromaterial (AG) potentially recoverable in road engineering. The practice takes into account the change of scale i. E. Transition from the laboratory scale to the pilot scale, this aspect was studied. On one hand a reduced road platform and two pedestrian pathways constituting the test on site for validation have been performed. On the other hand, series of materials, i. E. Pavements, bricks and concrete blocks were made. It was possible to conclude that a mixture composed with 95% WSA + 5% cement or 95 % WSA + 5% cement + 2% hemp shives gives the best promising mixes for these two applications
El, boukhari Mohamed. « « Analyse expérimentale du comportement mécanique et thermiqued'un béton et d'un mortier allégés par des grignons d'olives : Application au bâtiment » ». Electronic Thesis or Diss., Reims, 2023. http://www.theses.fr/2023REIMS040.
Texte intégralThe management of agricultural waste and the promotion of sustainable building materials offer many considerable benefits. By integrating sustainable practices into the construction sector, we have the ability to reduce our ecological footprint by limiting the excessive exploitation of natural resources. The research conducted in this study aims to develop a lightweight structural concrete and cement mortar using organic olive pomace aggregates. Two types of aggregates were used, depending on whether they were mixed with or without olive mill wastewater. The main objective of this study is to experimentally evaluate the mechanical and thermal properties of lightened concrete and mortar specimens in comparison with ordinary concrete and mortar specimens. They were prepared using dry and saturated olive pomace aggregates, with a percentage substitution of natural sand ranging from 0% to 15%. The results showed that the optimal formulation for producing lightweight concrete consists of 5% dry olive pomace aggregates mixed with olive mill wastewater. This formulation offers better mechanical properties, including a compressive strength of 25 MPa, a tensile strength of 4.61 MPa, and a dynamic modulus of elasticity of 44.39 GPa. Additionally, the resulting material has a reduced dry bulk density, leading to a decrease of approximately 5.69% compared to the reference concrete. For cement mortar, the best results were obtained with a mixture containing 5% dry olive pomace aggregates mixed with olive mill wastewater. The results showed a marginal effect on compressive strength (Rc), reaching 33.50 MPa after 28 days of curing. However, for both concrete and mortar, microstructural analysis revealed weak adhesion between olive pomace aggregates and the cement matrix at the Interfacial Transition Zone. Experimental tests also showed that increasing the content of olive pomace aggregates reduces the ultrasound propagation velocity and the dynamic modulus of elasticity of lightweight concrete and mortar, as well as their workability, while increasing their porosity.As regards the thermal properties of the developed materials, the incorporation of olive pomace aggregates led to an improvement in thermal resistance. In the case of lightweight concrete with 5% of dry olive pomace aggregates mixed with olive mill wastewater, the thermal conductivity (λ) decreased from 1.3 W/m·K (for the control specimen) to 0.86 W/m·K. In the case of cement mortar containing 5% of dry olive pomace aggregates mixed with olive mill wastewater, the thermal conductivity (λ) decreased from 1.1 W/m·K (control specimen) to 0.87 W/m·K. In conclusion, this study revealed that the materials developed and tested under laboratory conditions meet the required standards for general use in construction
Benkhaled, Maroua. « Modélisation théorique et expérimentale du comportement énergétique et environnemental des matériaux de construction biosourcés ». Thesis, Université Clermont Auvergne (2017-2020), 2020. http://www.theses.fr/2020CLFAC053.
Texte intégralFacing the energy problems of the building and the environmental impact, hygroscopic envelopes constitute a very interesting alternative to improve the thermal comfort, the quality of the indoor air, the regulation of the indoor humidity and to reduce the energy consumption. This thesis work aims to study the coupled heat and mass transfers within porous materials such as hemp concrete. The aim is to predict the hygrothermal behaviour of these materials, through a macroscopic model, based on transfer motors; temperature for heat transfer, water vapour pressure for moisture transfer and pressure for air transfer. The difficulty of using this model lies in the identification of the numerous parameters characterizing the hygrothermal properties of the materials. Part of the work has been devoted to the evaluation of the main intrinsic properties of the materials through the elaboration of different experimental prototypes in the laboratory within the framework of an investigation recommended by the RILEM TC-275 HDB committee. Moreover, the variability of the parameters resulting from this last campaign as well as the lack of knowledge of the remaining parameters lead us to a sensitivity analysis of the parameters. This study allowed to identify the most influential parameters on the hygrothermal response of a hemp concrete wall. On this basis, a scale model was deduced according to these last parameters (thermal conductivity, thermal capacity, vapour permeability and storage capacity). This work was implemented using discretization by the finite element method implemented in a Matlab code. Subsequently, an adimensional study was undertaken, which identified the most important parameters in the prediction of the hygrothermal behaviour of a hemp concrete wall. The parameters remaining from this sensitivity study are a determining factor in the distinction between materials that are both thermal insulators and water vapour permeable (water regulators). Finally, a comparison of the results of the reduced model with those of the literature is presented. This comparison highlighted the influence of the sorption isotherm on the hygrothermal behaviour of a hemp concrete wall
Junes, Angel. « Approche théorico-expérimentale du comportement de panneaux sandwichs à parements composites textile-mortier dans le cadre de la construction durable ». Thesis, Lyon 1, 2014. http://www.theses.fr/2014LYO10127.
Texte intégralThis work fits in the context of the structural design under new sustainable development, health and safety criteria through material recovery to reduced environmental damage and promoting energy savings. This thesis focuses on the theoretical and experimental study of sandwich panels taking advantage of new generation textile - cement matrix composites: TRC ( Textile Reinforced Concrete). It is specifically the establishment of an analytical-numerical approach to predict the behavior of sandwich panels incorporating material non-linear behavior and compatible with different and complex loading combinations. Based on an experimental campaign both at the material and structure level, it was possible to validate the model by several criteria such as the ability approximate the global behavior (load deflection) but also the ability to reproduce the local deformations and failure modes. Finally, based on the experimental identification of the mechanical properties of aged sandwich panel components, by an accelerated aging procedure, simulations were made based on the previously validated model to assess the impact on the behavior and damage mechanisms of the studied structural element. It was possible to demonstrate the probability of the failure mode change accompanied with significant losses of the global properties such as the initial stiffness and bearing and deflection capacity. These results will be eventually subject of validation on natural-aged panels but are likely to inform the design approach
Livres sur le sujet "Matériaux de construction durables"
Belgium) International Conference on Green Building Technologies and Materials (2011 Brussels. Green building technologies and materials : Selected, peer reviewed papers from the 2011 International Conference on Green Building Technologies and Materials (GBTM 2011), May 30, 2011, Brussels, Belgium. Durtne-Zurich, Switzerland : Trans Tech, 2011.
Trouver le texte intégralFernandez, John. Material architecture : Emergent materials for innovative buildings and ecological construction. Boston : Architectural Press, 2006.
Trouver le texte intégralMedina, Heloisa Vasconcellos de, et Philippe Deshayes. Développement durable et intelligence des matériaux : Regards croisées franco-brésiliens sur les pratiques du bâtiment et de la construction. Paris : Harmattan, 2011.
Trouver le texte intégralAdam, Jean Pierre. La construction romaine : Matériaux et techniques. 2e éd. Paris : Picard, 1989.
Trouver le texte intégralWatson, Don A. Construction materials and processes. 3e éd. New York : Gregg Division, McGraw-Hill, 1986.
Trouver le texte intégralRosen, Harold J. Architectural materials for construction. New York : McGraw-Hill, 1996.
Trouver le texte intégralPatterson, Terry L. Construction materials for architects and designers. Englewood Cliffs, N.J : Prentice Hall, 1990.
Trouver le texte intégralMotro, René. Matériaux composites souples : En architecture, construction et intérieurs. Basel : Birkhäuser, 2013.
Trouver le texte intégralEdward, Allen. Fundamentalsof building construction : Materials and methods. 2e éd. New York : Wiley, 1990.
Trouver le texte intégralAllen, Edward. Fundamentals of building construction : Materials and methods. 4e éd. Hoboken, N.J : J. Wiley & Sons, 2004.
Trouver le texte intégralChapitres de livres sur le sujet "Matériaux de construction durables"
Dillmann, Ph, et Ph Bernardi. « Premiers résultats métallographiques sur les tirants de fer du Palais des Papes d’Avignon. Éléments de réflexion sur la qualité et la provenance des matériaux ferreux utilisés dans la construction monumentale au Moyen Âge ». Dans Typologie des Sources du Moyen Âge Occidental, 241–79. Turnhout : Brepols Publishers, 2003. http://dx.doi.org/10.1484/m.typ-eb.3.2334.
Texte intégral« 4. Les matériaux de construction ». Dans L’architecture de Mésopotamie et du Caucase de la fin du 7e à la fin du 5e millénaire, 29–54. Turnhout, Belgium : Brepols Publishers, 2021. http://dx.doi.org/10.1484/m.araxes-eb.5.125742.
Texte intégralBoustingorry, Pascal, et Jean Herisson. « 2 Matériaux de construction : généralités et caractéristiques physico-chimiques ». Dans Interactions Matériaux-Microorganismes, 23–48. EDP Sciences, 2020. http://dx.doi.org/10.1051/978-2-7598-2112-9-004.
Texte intégralBoustingorry, Pascal, et Jean Herisson. « 2 Matériaux de construction : généralités et caractéristiques physico-chimiques ». Dans Interactions Matériaux-Microorganismes, 23–48. EDP Sciences, 2020. http://dx.doi.org/10.1051/978-2-7598-2112-9.c004.
Texte intégral« Remerciements ». Dans Chantiers et matériaux de construction, 9. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9757.
Texte intégralBaud, Anne, Gérard Charpentier, Maryline Martin et Florian Renucci. « Introduction générale ». Dans Chantiers et matériaux de construction, 11–12. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9762.
Texte intégralLaroze, Emmanuel. « Les maçonneries ptolémaïque et romaine en grès : remarques sur quelques aspects de leur optimisation ». Dans Chantiers et matériaux de construction, 13–28. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9767.
Texte intégralBéal, Jean-Claude, Caroline Chamoux et Anne Schmitt. « CLARIANUS, VIRIORUM et les autres : premières remarques sur le corpus des briques et tuiles gallo-romaines marquées de la région Rhône-Alpes ». Dans Chantiers et matériaux de construction, 29–51. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9772.
Texte intégralTardieu, Joëlle, et Robert Royet. « Mise en œuvre du galet dans l’architecture antique et médiévale en Rhône-Alpes ». Dans Chantiers et matériaux de construction, 53–73. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9777.
Texte intégralCharpentier, Gérard. « Remplois et restitution : le cas des sanctuaires de Yanouh (Liban) ». Dans Chantiers et matériaux de construction, 75–93. MOM Éditions, 2020. http://dx.doi.org/10.4000/books.momeditions.9782.
Texte intégralActes de conférences sur le sujet "Matériaux de construction durables"
BEN ALLAL, Laïla, Mohammed AMMARI, Amina AZMANI, Sanae LAMRANI et Ikram FRAR. « Valorisation des sédiments de dragage portuaire du nord du Maroc dans des matériaux de construction en terre cuite ». Dans Conférence Méditerranéenne Côtière et Maritime - Coastal and Maritime Mediterranean Conference. Editions Paralia, 2011. http://dx.doi.org/10.5150/cmcm.2011.028.
Texte intégralRapports d'organisations sur le sujet "Matériaux de construction durables"
Habert, Guillaume, et Francesco Pittau. Synthèse conjointe «Constructions durables en béton» du PNR «Energie». Swiss National Science Foundation (SNSF), février 2020. http://dx.doi.org/10.46446/publication_pnr70_pnr71.2020.5.fr.
Texte intégralRapport Annuel 2023 : Découvrez le pouvoir de l'action collective. Rights and Resources Initiative, avril 2024. http://dx.doi.org/10.53892/xltl2276.
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