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Borel, Serge. "Comportement et dimensionnement des fondations mixtes". Marne-la-vallée, ENPC, 2001. http://www.theses.fr/2001ENPC0013.
Pełny tekst źródłaHis research deals with the behaviour and design of piled raft foundations, when these make use of the combined actions of both the raft and the piles to carry the loads of the structure. The first part of the thesis is devoted to vertical loading. A literature review on the development of piled-raft foundations since the 1970's is presented (chapter I). The main aspects of the foundation behaviour are discussed through case histories of different types of structures, including buildings and bridges, in France and in other countries. Issues related to the determination of the ultimate bearing capacity (chapter II) and settlements (chapter III) are addressed through a comparison of design methods and real field data. The results of a full-scale static loading test, performed specifically for this project, are analysed (chapter IV). The test was carried out on an instrumented pile, driven in stiff Flandrian clay and capped with a footing. In the second part, a practical design method is proposed for the piled-raft system under horizontal loading (chapter V). This method is applied to several full-scale tests : instrumented pile groups, carried at Bucknell University in the United States, and the foundation of a small dam located in the Mont-Saint-Michel Bay in France (chapter VI). The third part of the thesis is devoted to foundations subjected to overturning moments. Results of a full-scale static loading test, carried out during this research, on the foundations of a noise barrier, are analysed. This foundation was made of two instrumented micropiles connected by a rigid cap resting directly on the ground (chapter VII). Issues related to the actual behaviour of the foundation are examined, with particular attention to the assessment of displacements, which are of prime importance for the design of this type of structure (chapter VIII)
Dangauthier, Pierre-Charles. "Fondations, méthode et applications de l'apprentissage bayésien". Phd thesis, Grenoble INPG, 2007. http://tel.archives-ouvertes.fr/tel-00267643.
Pełny tekst źródłaBubeck, Sébastien. "JEUX DE BANDITS ET FONDATIONS DU CLUSTERING". Phd thesis, Université des Sciences et Technologie de Lille - Lille I, 2010. http://tel.archives-ouvertes.fr/tel-00845565.
Pełny tekst źródłaMammeri, L'hocine. "Approches possibiliste et probabiliste de la fiabilié : application aux fondations". Artois, 1995. http://www.theses.fr/1995ARTO0001.
Pełny tekst źródłaBoth probabilistic and possibilistic approaches tend to take account the uncertain and the inaccuracy during the reliability studies in the works ; they are based on different theories and concepts. More precisely, the reliability analysis of a foundation takes place in a context where the vague and the uncertain concern three fields, i. E. : knowledge of mechanical characteristics of soils and applied loads transmitted through the foundation to the soil, knowledge of methods of prediction to the behaviour, knowledge of goals for the structure. Available date are few, often of poor quality, and sometimes only qualitative ; then, a possibilistic approach can be used because it is compatible with subjective and fuzzy assertions. Our study consists in introducing the probabilistic and possibilistic approaches in a parallel way to take into account the uncertainties and the precisions for the calculation of the reliability of a foundation. We analyse the uncertain and the imprecise wich affect each of the knowledge items. Then, we present probabilistic and possibilistic assesments of bearing and settlement criteria of shallow foundation. Finally, we compare these approaches for the three phases of the process : data modelling, treatment and reliability analysis and meaning in the decision-making. In decision-making, we have associated an imprecise goal to each criterion ; this goal is represented by a parametred fuzzy set. The decision-making is based on the comparison between a fuzzy set representing the evaluation of the criterion and a fuzzy set associated to the imprecise goal
Bornarel, Bruno. "Fondations superficielles sur pente et essai pressiométrique : Approche numérique". Ecully, Ecole centrale de Lyon, 1999. http://bibli.ec-lyon.fr/exl-doc/TH_T1810_bbornarel.pdf.
Pełny tekst źródłaAccording to French regulations, the bearing capacity of shallow foundations may be calculated by the mean ogf two different approaches. The first one is based on the theory of perfect plasticity. The second one is empirical, and derived from a direct interpretation of in-situ experimentation (pressuremeter or penetrometer test). Both methods give a basic formula dealing with the reference case : a non-embedded foundation resting on a horizontal ground surface and submitted to a vertical and centred load. Complex cases are solved applying reducing factors to the reference bearing capacity. The aim of this study is to analyse the pressuremeter approach, and more particularly, the influence of a slope on the bearing capacity of a shallow strip foundation. This problem is studied through a numerical approach using the finite element method. The soil behaviour is modelled using two elasto-plastic constitutive laws with hardening : CJS model for granular soils, and modified Cam-Clay model for clays. This study is made of three parts : first, the state of stress in a slope is analysed taking into account the stress history. It is shown that this history has a great influence on the final state of stress within the soil. In a second part, a pressuremeter test hold in a slope is modelled. Results analysed in terms of various parameters influence : test location within the slope, initial stress state, type of soil considered. The third part consists of loading simulaltions of a shallow foundation set up near a slope edge. Following the analysis of the initial stress influence, centrifugal tests are simulated using CJS constitutive law. Bearing capacity factors obtained through this approach are compared with those derived from official regulations. Finally, a global synthesis gathering all results is proposed
Ejjaaouani, Houssine. "Interactions des fondations et des sols gonflants : pathologie, calculs et études expérimentales". Phd thesis, Ecole des Ponts ParisTech, 2008. http://pastel.archives-ouvertes.fr/pastel-00005300.
Pełny tekst źródłaVaillant, Jean-Michel. "Étude hiérarchique de l'interaction sol-fondations-structure". Lille 1, 2004. https://pepite-depot.univ-lille.fr/RESTREINT/Th_Num/2004/50376-2004-51.pdf.
Pełny tekst źródłaVautrin, Denis. "Régularisation et optimisation pour l'imagerie sismique des fondations de pylônes". Phd thesis, Ecole centrale de nantes - ECN, 2011. http://tel.archives-ouvertes.fr/tel-00692589.
Pełny tekst źródłaBakour, Azzeddine. "Comportement des fondations profondes sous charges : aspects structuraux et géotechniques". Mémoire, École de technologie supérieure, 2008. http://espace.etsmtl.ca/124/1/BAKOUR_Azzeddine.pdf.
Pełny tekst źródłaLaroche, Vincent. "Complementarite de l'action charitable et etatique : l'exemple des fondations hospitalieres". Thesis, McGill University, 2001. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=33053.
Pełny tekst źródłaVautrin, Denis. "Régulation et optimisation pour l'imagerie sismique des fondations de pylônes". Ecole centrale de Nantes, 2011. https://tel.archives-ouvertes.fr/tel-00692589.
Pełny tekst źródłaThis thesis deals with the nondestructive testing of transmission overhead line structure foundations. A seismic imaging technique is used. The experimental procedure consists of the generation of a seismic wave near the foundation by means of a vibrating source and the measurement of the resulting wave velocity with a set of geophones. The specific goal of the presented work is to provide an inversion scheme in order to determine the shape of foundations from the measured data. This problem corresponds to an inverse scattering problem. Its resolution is particularly di fficult because of its ill-posedness and the strong nonlinearity of the direct model. Two inversion methods have been developed. Their common aim is to map the spatial distribution of several physical characteristic of the probed medium. In both cases, a regularized least squares criterion is minimized iteratively. For the first approach, little a priori information is considered. It is based on a Markovian regularization scheme. The differences between neighboring pixels are penalized so that the algorithm converges towards smooth areas separated by sharp boundaries. The second approach takes more relevant priors into consideration. They are related to the particular shape of foundations and to the physical characteristics of earth and concrete. The method is based on a segmentation of the probed area into two regions. Tests were performed on simulated data to evaluate and compare the performance of these two methods
Bakour, Azzeddine. "Comportement dse fondations profondes sous charges : aspects structuraux et géotechniques /". Thèse, Montréal : École de technologie supérieure, 2008. http://proquest.umi.com/pqdweb?did=1562979551&sid=1&Fmt=2&clientId=46962&RQT=309&VName=PQD.
Pełny tekst źródła"Mémoire présenté à l'École de technologie supérieure comme exigence partielle à l'obtention de la maîtrise en génie de la construction". "par Bakour, Azzeddine" -- p. de t. CaQMUQET CaQMUQET Bibliogr : f. [181]-197. Également disponible en version électronique. CaQMUQET
Alabadan, Az-Eddine. "Étude du contact bilatéral et homogénéisation : Application aux problèmes de fondations". Besançon, 1989. http://www.theses.fr/1989BESA2023.
Pełny tekst źródłaHouy, Laurent. "Variabilité des sols et risques liés à l'interaction sol-ouvrage". Bordeaux 1, 2005. http://www.theses.fr/2005BOR13000.
Pełny tekst źródłaAl-Mukhtar, Muzahim. "Etude expérimentale et modélisation du comportement des fondations superficielles sous sollicitations monotones et cycliques". Lille 1, 1987. http://www.theses.fr/1987LIL10060.
Pełny tekst źródłaAl-Mukhtar, Muzahim. "Etude expérimentale et modélisation du comportement des fondations superficielles sous sollicitation monotones et cycliques". Grenoble 2 : ANRT, 1987. http://catalogue.bnf.fr/ark:/12148/cb376083275.
Pełny tekst źródłaTruffinet, Nicolas. "Fondations philanthropiques et recherche médicale en France au tournant des XXe et XXIe siècles". Thesis, Paris 1, 2018. http://www.theses.fr/2018PA01H064/document.
Pełny tekst źródłaUsually considered in the american context, philanthropy is the subject of a growing number of studies in France also. We here examine non-profits that are dedicated to health sciences, at the juncture of two distinct fields: history of medical research and history of charitable foundations. Our first objective is to list and describe these organizations: their actions, functioning and economic models. The second one is to interpret their expansion since the end of the 20th century – the number of French foundations all types combined doubled in 15 years, as did their assets and expenditures. New legal forms were created, most notably the endowment fund («fonds de dotation») in 2008, as legislation in this field developed. By encouraging tools whose purpose is to collect private money, are public authorities initiating a form of disengagement, or at least a restructuring of their missions? The answer must remain nuanced, but it is notable that studying charitable funds and foundations places us at the heart of another field: history of State transformation, which we hope to shed some light on, by showing its implications for researchers, who are facing a growing complexity in science funding
Multzer, O'Naghten Hedwige. "Les fondations de Jayavarman VII : l'aménagement d'un territoire et son interprétation historique et religieuse". Thesis, Paris 3, 2011. http://www.theses.fr/2011PA030170.
Pełny tekst źródłaFor more than a century, the reign of Jayavarman VII hasn't ceased to fascinate researchers by its irrefutable originality. First king openly Buddhist, his political and military power was also accompanied by a profound change in the ideas and by an exciting artistic creativity ensuring an extraordinary dimension to his era. Following the progress of the discoveries as they build up and represent an archeological material of unprecedented scale, publications multiply, but they remain often speculative, based upon theories, that as they stay unchallenged, consolidate and transform into dogmas, adopted and repeated over time, finally giving the wrong impression this reign is perfectly well known. This observation brought us to address this reign under a different angle, after retracing the historiography focused on a critical exegesis of the publications. This thesis is based upon the study of archeological material, all attributed to the reign of Jayavarman VII and treated as the items of a system following the same determinism, the organization of space by the royal authority. This approach has high lightened the guidelines of the land use planning that reflect the needs of the administrative and social management of a country, but also other requirements such as the respect of a cosmic religious concept, the king's personal preferences or the economic factor. Behind Jayavarman VII, who appears as the “Deus ex machina” of his kingdom, the initiator and catalyst of all policy, it is Buddhism that proves to be the real inspiration of his actions and leads us to understand better certain atypical aspects of his reign, regarding the exercise of power or the architectural composition of the great monuments
Toukabri, Hmida. "Une approche comparative des fondations pieuses juives et musulmanes dans le bas Moyen âge islamique". Paris, EHESS, 2006. http://www.theses.fr/2006EHES0012.
Pełny tekst źródłaRegularly, during the Geniza times (Xth-XIIIth centuries), Jews of muslim lands consecrated immovables as well as movable properties to the community's perpetual benefit. The se properties are known in Geniza materials as pious fondations. Thus, the rent of a consecrated house or a Torah scroll, though different in nature, as distinctively denoting materials and spiritual profits, receive nontheless the same denomination, qodesh or heqdesh, and were incorporated in a kind of institution of the same designation. This institution, heqdesh, is more often presented in our sources as a community chest, less than an individual undertaking, inviting us to understand it as a cohesion phenomenon. It assumes the works of everyday assistance, as much as it cares for the religious life in general ; the restauration of synagogues for example. Within the muslim context, up to the pre-modern era, the muslim pious foundations, that is the muslim waqf-s, are not brought to a supra-individual dimension ; the reason why medevial muslim waqf is so indicative of individual strategies of imitation, of political, economic, and social competition. As such, it is very much indicative of the political authority, as well as of the social hierarchy
Rioux, Marc-Denis. "Essais 1-G sur fondations superficielles : simulateur sismique et lois de similitudes". Thesis, Université Laval, 2013. http://www.theses.ulaval.ca/2013/29640/29640.pdf.
Pełny tekst źródłaBaghdadi, Abdelhakim. "Modélisation en grandes déformations des solides et des sols : applications aux fondations". Compiègne, 1993. http://www.theses.fr/1993COMPD649.
Pełny tekst źródłaPol, Eve. "La fondation philanthropique et le droit". Thesis, Aix-Marseille, 2016. http://www.theses.fr/2016AIXM1037.
Pełny tekst źródłaFrench Philanthropic foundations are the source of endless questions, in which the laws governing them are sought. Think of the creation, operation or disappearance of foundations... This thorough review of positive foundation law shows that the classical laws are often inadequate for the dynamism required by philanthropic practice. This work investigates the optimization between legal rules and vehicles of public interest, which could be obtained in several complementary ways : by improving the accessibility of foundations to multiple financing, by the stricter observation of non-profit organizations competing with the foundation, by building an ethics of foundations, or by the renovation of its taxation system. The philanthropic foundation appears throughout the study as a true research laboratory for tax law, administrative law, and comparative law
Berveiller, Marc Lemaire Maurice. "Eléments finis stochastiques : approches intrusive et non intrusive pour des analyses de fiabilité". Clermont-Ferrand : Université Blaise Pascal. Clermont-ferrand 2, 2008. http://195.221.120.247/simclient/consultation/binaries/stream.asp?INSTANCE=UCFRSIM&eidmpa=DOCUMENTS_THESES_68.
Pełny tekst źródłaFrank, Horst. "Les fondations en Allemagne. Comparaisons avec la France". Thesis, Paris 3, 2011. http://www.theses.fr/2011PA030103.
Pełny tekst źródłaThe system of foundations in Germany and France manifests obvious differences. In France a foundation is limited by definition to public charity, in Germany the legal status of a foundation is an independent body. In 2010 there are 2 264 foundations and fonds de dotation in France, while 18 162 foundations of private law were registered in Germany. Receiving a range of fiscal benefits, the creation of foundations of private law has boomed in Germany in the past decade, thus leading to a multiformity of the sector. The question of legitimacy of foundations will arise. Foundations should see themselves as part of the civil society. In France, the state will have to solve the question of trust of foundations. Will the institut of the fonds de dotation bring a solution?
Dhaybi, Mathieu. "Renforcement de fondations superficielles par soil mixing : Analyses par modélisation physique et numérique". Thesis, Lyon, INSA, 2015. http://www.theses.fr/2015ISAL0014/document.
Pełny tekst źródłaThe reinforcement of shallow foundations by soil mixing consists on mixing the soil beneath with a hydraulic binder in order to obtain columns with mixed modulus. These columns, which have mechanical properties bounded between those of concrete and those of soil, can improve the soil bearing capacity and reduce excessive settlements as well. This research work is a phenomenological and quantitative study of the behavior of shallow foundations reinforced by soil mixing columns. It leads to analyze and highlight improvements that this technology brings in terms of bearing capacity increase and settlement reduction. In a first step, a soil mixing material is formulated from Hostun sand and cement CEM III. A preliminary study is conducted to determine the mechanical characteristics of the soil mixing material, Hostun sand and sand – soil mixing interface. In a second step, an experimental tank is designed to allow the installation of 1 m3 of hostun sand under different density. The experimental procedure allows also the installation of soil mixing columns that reinforce the soil. Finally a device is installed in order to carry on loading tests. Different configurations of the physical model were tested. Loading tests are carried on soil mixing columns and on unreinforced and reinforced shallow foundations. Size of the foundation, number of reinforcing columns, their age, soil density and type of reinforcement (rigid inclusion or mixed foundation) are parameters we change during this study. The characterization tests, the design of the experimental model, and the loading tests helped us to better understand the behavior of the reinforced soil. The knowledge of geomechanical parameters of soil and soil mixing material allowed us to understand the evolution of the bearing capacity of the reinforced foundations. The presence of a carrier horizon, in which the tip columns is embedded, leads to significantly increase the bearing capacity of the foundation. In the rigid inclusions reinforcement case, the increasing of granular mattress thickness reduces the bearing capacity of the reinforced foundation. However, it increases the part of the loading transmitted to soil mixing columns. A comparison was made between the experimental results of loading tests and the results of a finite element model implemented with Abaqus software. Model parameters are taken from our material characterization study. It is proven that the model developed is able to reproduce not only loading tests at column scale, but alsot at reinforced foundations scale
Sellami, Mohamed. "Optimisation et aide au choix de solutions globales fondations-superstructure en construction métallique". Chambéry, 1995. http://www.theses.fr/1995CHAMS001.
Pełny tekst źródłaAldiab, Ali. "Contribution à la définition d'une approche concertée et multicritère du choix d'un ensemble fondation-système porte de bâtiment". Artois, 2004. http://www.theses.fr/2004ARTO0202.
Pełny tekst źródłaThe goal of our work is to propose a concerted and multicriterion approach to choose both carried system and foundations system of building. The created tool can help the client to work out his program and the architect to define the more adapted orientations of both carried system and foundations system. For its creation, we develop the following phases: problem analysis: the analysis of both thesis context and lack of decision-making tools underlines the need for a rational and progressive approach, composed of two levels: the elimination of solutions not satisfying the limits: technical, economic, time, etc. The multicriterion analysis for defining the best solution according to the particular project criteria. Information collection and analysis which allow: to describe the various project aspects and to define the data necessary to operation of choice mechanisms, to define the feasibility limits and the selection criteria, to define the solutions answers to these limits and these criteria. Approach test and validation: they make it possible to illustrate, on an example, the approach contributions in quality and cost terms
Maréchal, Olivier. "Portance de fondations superficielles etablies a proximite de talus et soumises a des charges inclinees et excentrees". Nantes, 1999. http://www.theses.fr/1999NANT2023.
Pełny tekst źródłaDumont, Stéphanie. "Du graphématique dans l'œuvre de Vicente Huidobro : autour d' "Altazor" et du mythe personnel, figures et fondations". Paris 8, 2009. http://www.theses.fr/2009PA083123.
Pełny tekst źródłaProceeding from the concept of the grapheme as an inscription which in itself bears meaning, the thesis envisages Vicente Huidobro's principal collection, "Altazor", as the focus of a problematic of identity. The thesis questions the text and its meaning, and the work as a specific system where language dramatizes and narrativizes the poet's "personal myth". The thesis has a dual objective. On the one hand, to look closely at the alternate story, so to speak, expressed by the grapheme as such, and its own semantics within a individual work by a individual author ; and on the other hand, to study the complex process of development of the 'text-figure' as the identity, condition and definition of a textual self in fiction, in which the author's self is present at all times. The arena in which the poet establishes himself in and by his work. Elaborating a poetic self as a perpetual movement of renovation and reconstruction, is also to open oneself to a dialectic of identity where balance and belonging, essential parametres in establishing such presence, arise in the same act of simultaneous fracture and fragmentation-failure. A dialectic-logic capable of lending a specific form-meaning to the work, and to the author's personal experience which is woven into it
Abbott, Alastair Avery. "Les observables à valeurs indéfinies, l'aléatoire, et l'imprévisibilité aux fondations de la mécanique quantique". Thesis, Paris, Ecole normale supérieure, 2015. http://www.theses.fr/2015ENSU0038/document.
Pełny tekst źródłaThe outcomes of quantum measurements are generally considered to be random, but despite the fact that this randomness is an important element in quantum information theory, its nature is not well understood. In this thesis, we study several issues relating to the origin and certification of quantum randomness and unpredictability. One of the key results in forming our understanding of quantum mechanics as an intrinsically indeterministic theory is the Kochen-Specker theorem, which shows the impossibility to consistently assign simultaneous noncontextual definite values to all quantum mechanical observables prior to measurement. However, the theorem, under the assumption that any definite values must be noncontextual, only strictly shows that some observables must be value indefinite. We strengthen this result, proving a stronger variant of the Kochen-Specker theorem showing that, under the same assumption, if a system is prepared in an arbitrary state j i, then every observable A is value indefinite unless j i is an eigenstate of A. The indeterministic nature of quantum measurements does little to explain how the quality of quantum randomness differs from classical randomness. We show that, subject to certain physical assumptions, a sequence of bits generated by the measurement of value indefinite observables is guaranteed, in the infinite limit, to be strongly incomputable. We further discuss how this can be used to build a quantum random number generator certified by value indefiniteness. Next, we study the notion of unpredictability, which is central to the concept of (quantum) randomness. In doing so, we propose a formal model of prediction that can be used to asses the predictability of arbitrary physical experiments. We investigate how the quantum features of value indefiniteness and complementarity can be used to certify different levels of unpredictability, and show that the outcome of a single measurement of a value indefinite quantum observable is formally unpredictable. Finally, we study the relation between this notion of unpredictability and the computability-theoretic certification of quantum randomness
Gay, Olivier. "Modélisation physique et numérique de l'action d'un glissement lent sur des fondations d'ouvrages d'art". Université Joseph Fourier (Grenoble), 2000. http://www.theses.fr/2000GRE10067.
Pełny tekst źródłaBetengne, Jean-Paul. "Le statut juridique de la fondation Saint-Louis des Français de Madrid". Paris 11, 2004. http://www.theses.fr/2004PA111014.
Pełny tekst źródłaMassoussi, Nadia. "Ressuage des matériaux cimentaires : origine physique et changement d'échelle". Thesis, Paris Est, 2017. http://www.theses.fr/2017PESC1146/document.
Pełny tekst źródłaDue to the density differences between the solid mineral components and the suspending water, gravity can induce phase separation in concrete. This phase separation is at the origin of the formation of a film of water on the upper surface of fresh concrete, commonly known as bleeding. Although bleeding is known to directly or indirectly affect the final properties of hardened concrete, the existing knowledge does not allow for the prediction of this phenomenon or its correlation to mix proportions. The objective of this thesis, therefore, is to identify the physics behind the bleeding phenomenon in order to propose both an adapted measurement methodology and a predictive theoretical framework.The approach adopted is to start from the study of a simple model material, a cement paste in the laboratory, and upscale to the more complex scale of concrete poured into a real foundation on site.In the first part, our experimental results on cement paste suggest that bleeding cannot be simply described as the consolidation of a soft porous material, but, in fact, is of an obvious heterogeneous nature leading to the formation of preferential water extraction channels within the cement paste. We thus show the existence of three bleeding regimes: an induction period, an acceleration period, and a consolidation period. Only the last two regimes had been observed and discussed in the literature. Our results suggest that the formation of these preferential channels seems to be initiated by system defects (air bubbles at first order).In the second part, the two industrial standard tests used for the measurement of bleeding on site, the ASTM test and the Bauer test, are studied. We show that these tests capture different aspects of bleeding, and therefore, cannot be correlated. We also show the existence of limits in the capacity of these tests to capture the risk of bleeding for a given concrete. Changes and improvements are proposed in order to enable these tests to provide the data necessary for the prediction of bleeding at the concrete foundation scale.Finally, in the last part, we study the differences between the bleeding of a cement paste and the bleeding of a concrete and the influence of the total height of material subjected to bleeding. The high dependence of the bleeding rate on the depth of the foundation is captured in the case of concretes. A model is proposed to extrapolate a bleeding rate in a foundation from a bleeding measurement using the ASTM test. This model is validated on laboratory tests and on onsite measurements of real concrete foundations.Keywords: bleeding, concrete, cement paste, consolidation, scale effect
Bousdroukis, Apostolos. "Recherches sur la toponymie, la topographie et l'histoire des fondations macédoniennes du Proche-Orient hélénistique". Paris, EPHE, 2004. http://www.theses.fr/2004EPHE4007.
Pełny tekst źródłaAmong the colonies founded in the east by the successors of Alexander, those bearing the name of a macedonian or Greek city represent a very high percentage. Their nearly exclusive presence in Antigonus's and Seleucus's political and military heatland in their Asiatic territories suggests that they actually received and carried out by the diadochs. The majority of these colonies were probably founded in the early Hellenistic period, especially with the soldiers in antigonus's service who later passed to Seleucus. In a number of cases, the origin of the settlers apparently determined the choice of the name given to the new colony. This is very likely for Cyrrhus, gindarus, Larissa and Chalcis. However, the resemblances in topographical features between the sites of certain Macedonian cities and those chosen for the establishement of the new colonies in the near-East played an even more important role in the choice of the name, Edessa, Arethusa, Anthemous and mygdonia owe their names to precise topographical characteristics they shared with their Macedonian homonyms. Finally, the diadochs founded a number of colonies which they named after their native city, like Europus or Beroia after the birthplaces of Seleucus and Antigonus respectively
Fauchet, Bertrand. "Analyse poroplastique des barrages en beton et de leurs fondations. Role de la pression interstitielle". Marne-la-vallée, ENPC, 1991. http://www.theses.fr/1991ENPC9121.
Pełny tekst źródłaBeaulieu, Dominique. "Échanges thermiques entre une fondation résidentielle et les sols en conditions hydrostatiques". Master's thesis, Université Laval, 2015. http://hdl.handle.net/20.500.11794/25659.
Pełny tekst źródłaAta, Nasser. "Etude du comportement des micropieux sous chargement latéral : construction numérique des courbes (p-y) et couplage fluide-squelette". Lille 1, 1998. https://pepite-depot.univ-lille.fr/LIBRE/Th_Num/1998/50376-1998-81.pdf.
Pełny tekst źródłaAl-Hajjar, Jihad. "C. A. O. Et évaluation multicritère : élèments pour l'aide à la conception des fondations de bâtiment". Lille 1, 1989. http://www.theses.fr/1989LIL10134.
Pełny tekst źródłaLebegue, Yves. "Fondations superficielles sur milieu homogène horizontal ou incliné et sur milieu hétérogène sable sur argile molle". Poitiers, 1987. http://www.theses.fr/1987POIT2023.
Pełny tekst źródłaRiou, Ludovic. "Dendrochronologie en Poitou-Charentes : forêts actuelles, monuments médiévaux et fondations sur pilotis au XVIIe s. (Brouage)". La Rochelle, 2002. http://www.theses.fr/2002LAROS085.
Pełny tekst źródłaLoranger, François. "Caractérisation de matériaux recyclés (bétons, enrobés et fondations granulaires) et évaluation de leur performance dans les bétons conventionnels et compactés au rouleau". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ60643.pdf.
Pełny tekst źródłaGaly, Bertrand. "Méthodes de conception et étude du comportement sismique des fondations superficielles sur sol naturel et traité, considérant l'interaction sol-structure". Mémoire, École de technologie supérieure, 2013. http://espace.etsmtl.ca/1224/1/GALY_Bertrand.pdf.
Pełny tekst źródłaMoniz, Carl. "Performance mécanique, hydrique et au gel des matériaux granulaires recyclés : évaluation en laboratoire". Thesis, Université Laval, 2012. http://www.theses.ulaval.ca/2012/29202/29202.pdf.
Pełny tekst źródłaBertho, Michelle. "Les fondations privées américaines et le développement au XXIe siècle : l'exemple de la lutte contre le sida". Paris 8, 2010. http://octaviana.fr/document/164690670#?c=0&m=0&s=0&cv=0.
Pełny tekst źródłaLarge private foundations - mostly American - have exercised power and influence, tainting the politics of development aid since its beginning. Their role, discrete but effective, supporting American foreign policy, changed toward the end of the XX century. They became more visible and started to claim a principal role on the global development scene. Major philanthropists today are convinced that principles governing the business world will further social transformation, and that private enterprise models can be applied efficaciously to social issues. The amount of money involved is enormous, and the desire for change sincere. This phenomenon is especially visible in global public health where cooperation between the public and private sectors is required. Large foundations work with sovereign states, addressing epidemics and other major health issues. Such is the case in India and Botswana where the major foundations bring extensive resources and expertise to bear on HIV/AIDS. Their involvement in public health does not go without consequences, significantly impacting governance issues
Tra, Thanh Phuong. "Etude rhéologique du loess du Sud Vietnam et modélisation du comportement de fondations bâties sur ce matériaux". Grenoble INPG, 2003. http://www.theses.fr/2003INPG0049.
Pełny tekst źródłaRoques, Aurelien. "Imagerie sismique appliquée à la caractérisation géométrique des fondations de pylônes électriques très haute tension". Phd thesis, Université de Grenoble, 2012. http://tel.archives-ouvertes.fr/tel-00858388.
Pełny tekst źródłaKellerer, Sidonie. "Fondations : étapes de la réception de Descartes en Allemagne chez les néo-kantiens de Marburg, Husserl et Heidegger". Toulouse 2, 2010. http://www.theses.fr/2010TOU20004.
Pełny tekst źródłaSellen, Charles. "Philanthropie et économie : essais autour de la générosité". Paris, Institut d'études politiques, 2012. http://www.theses.fr/2012IEPP0051.
Pełny tekst źródłaThelen, Jasmine. "Développement et financement des associations". Thesis, Toulouse 1, 2014. http://www.theses.fr/2014TOU10065.
Pełny tekst źródłaLe résumé en anglais n'a pas été communiqué par l'auteur
Montreuil, Arnaud. "«Ob remedium et salutem animae» : la commémoraison des défunts et le Livre des fondations de Notre-Dame-du-Châtel d'Autun (1468-1649)". Master's thesis, Université Laval, 2014. http://hdl.handle.net/20.500.11794/25456.
Pełny tekst źródłaThe Book of Foundations of Notre-Dame-du-Châtel d’Autun is an unpublished manuscript written between 1478 and 1649 which contains 68 acts concerning the foundation of anniversaries for the dead. The first purpose of this essay is to understand the nature of this codex by studying its structure, its drafting process, and its uses, all through a codicological analysis. Moreover, this paper aims to describe the social medieval practices chronicled by the manuscript: the commemoration of the dead as well as the establishment and subsequent celebration of anniversaries as mentioned in the chapter of Notre-Dame d'Autun. This essay also includes the transcript of the aforementioned Book of Foundations.