Les travaux portent sur l’étude de la formation de motifs sédimentaires à l’aval d’un cylindre vertical soumis à un courant. Le cylindre simule une fondation monopieu d’éolienne en mer, ou une pile de pont. Une modélisation théorique est développée. Les résultats obtenus sont en bon accord avec les résultats expérimentaux acquis au cours de la thèse. Une étude préliminaire expérimentale et théorique sur le tri sédimentaire au voisinage du cylindre est également effectuée. / This work concerns the study of sediment patterns formation downstream a vertical cylinder under a steady current. The cylinder simulates an offshore monopile foundation, or a bridge pile. A theoretical modeling is developed. The results are in good agreement with the experimental results obtained in the framework of this PhD. An experimental and theoretical preliminary study on sediment segregation in the vicinity of the cylinder is also performed.

L'étude des surpressions de fluide et de fracturation hydraulique des roches mères peut nous renseigner sur les mécanismes de génération qui en sont à l'origine. Ces dernières années, l'intérêt pour ces phénomènes s'est largement accru, notamment sous l'influence des sociétés pétrolières qui exploitent les ressources non-conventionnelles au cœur des problèmes énergétiques actuels. Dans ce travail de thèse, nous avons choisi deux approches différentes pour l'étude de ces mécanismes : (1) des exemples de cas géologiques naturels, et (2) le développement de la modélisation analogique. Ainsi, nous montrons que ces phénomènes sont très répandus au sein des bassins sédimentaires et que leurs manifestations s'expriment notamment par la génération de veines fibreuses parallèles à la stratification de la roche (beef), mais également par la formation de veines d'hydrocarbures solides (bitume). Nous démontrons également que les surpressions de fluides peuvent profondément changer le style de déformation d'un bassin sédimentaire par la génération de niveaux de décollement localisés au sein même des roches mères. Enfin, à l'aide de la modélisation analogique, nous avons pu identifier les mécanismes à l'origine des surpressions de fluide et de la fracturation hydraulique. En effet, lors de la génération d'hydrocarbures la transformation de solide à liquide de la matière organique conduit à la compaction chimique des sédiments. Par un mécanisme de transfert de charge lors de ce processus, ainsi que par l'accroissement de volume associé, des surpressions de fluides se développent et atteignent des pressions lithostatiques, capables de fracturer hydrauliquement les roches. / The study of fluid overpressures and hydraulic fracturing in source rocks can help us to understand the mechanisms, which are responsable for these phenomena. During the last few years, the interest in such processes has highly grown, especially through the influence of petroleum companies, which extract hydrocarbons from unconventional reservoirs. In this work, we have chosen to develop two different approaches for the study of these mechanisms: (1) field studies and (2) physical modelling. Thereby, we show that fluid overpressures and hydraulic fracturing are common in sedimentary basins worldwide. Bedding-parallel fibrous veins (beef) and solid hydrocarbon veins (bitumen) are the resulting structures. We also show that fluid overpressures can highly affect the deformation style in sedimentary basins, especially by causing thrust-detachments within source rocks. By the using of a new physcial modelling technique, we have identified the mechanisms, which are responsible for fluid overpressures and hydraulic fracturing. Indeed, during hydrocarbon generation, the solid organic matter becomes liquid, which leads to chemical compaction of the sediment. By a mechanism of load transfer, fluid overpressures rise to lithostatic values. However, volume changes also contribute, and are able to induce hydraulic fractures in the rocks.

Le procédé d’estampage à chaud est considéré comme l'un des procédés les plus prometteurs de micro-Réplication pour l'élaboration des micro-Composants ou nano-Composants avec des matériaux polymériques dans différents domaines d'application . La mémoire consiste à caractériser les propriétés physiques des polymères thermoplastiques amorphes (PS, PMMA et PC) sur une large plage de température, ainsi que la modélisation physique, la simulation numérique et vérification expérimentale du procédé d’estampage à chaud.[...]Les propriétés visco élastiques des polymères retenus ont été caractérisées avec les essais décompression dynamiques. Le module de conservation, le module de perte et le facteur d'amortissement de polymère PMMA à partir de la température ambiante jusqu'à légèrement au-Dessus de Tg ont été obtenues. Le comportement visco élastique des polymères a été décrit par un modèle de Maxwell Généralisé et un bon accord a été observé. La simulation numérique des étapes du remplissage de procédé d’estampage à chaud a été réalisée enprenant compte des propriétés visco élastiques de polymère. Les effets de la température et dela pression de compression sur l'exactitude de réplication dans le procédé d’estampage à chaud ont été étudiés.[...]Un nouveau moule de compression complet, y compris le système de chauffage, le système de refroidissement et le système de vide a été développé dans notre groupe de recherche. Les dispositifs micro fluidiques avec la dimension de la cavité : environ 200 μm, 100 μm et 50 μmen PS, PMMA et PC plaque (épaisseur de 2 mm) ont été élaborés par le procédé d’estampage à chaud. Les effets des paramètres du procédé, tels que l’entrefer imposé, la température décompression, la matière compressée et la dimension de micro cavité, sur l’exactitude de réplication du procédé d’estampage à chaud ont été étudiés. / Hot embossing process is considered as one of the most promising micro replication processes for the elaboration of micro or nano components with polymeric materials invarious application fields. The thesis consists to characterize the physical properties of widelyused amorphous thermoplastic polymers (PS, PMMA and PC) over a large temperature range,along with the physical modelling, numerical simulation and experimental verification of thehot embossing process.[...] The polymers’ viscoelastic properties have been characterized with the dynamical compression tests. The storage modulus, loss modulus and damping factor of PMMA polymerfrom ambient temperature to lightly above Tg have been obtained. The viscoelastic behaviourof polymer has been described by a proposed Generalized Maxwell model and a good agreement has been observed. The numerical simulation of filling stage of hot embossing process has been achieved by taking into account of polymer’s viscoelastic properties. Theeffect of compression temperature and pressure on the replication accuracy in hot embossing process has been investigated in the simulation.[...] A new complete micro compression mould tools, including heating system, cooling system and vacuum system have been developed in our research group. The microfluidic devices with the cavity dimension eq. to about 200 μm, 100 μm and 50 μm in PS, PMMA and PC plate(thickness eq. to 2 mm) have been elaborated by the hot embossing process. The effects of the processing parameters, such as the compressive gap imposed, compression temperature, embossed material and die cavity dimensions, on the replication accuracy of hot embossing process have been investigated.

L'efficacité de pieux géothermiques (e.g. énergétiques) a été examinée et validée par de nombreuses études à partir de points de vue environnemental et énergétique jusqu'à présent. Néanmoins, la technologie des pieux géothermiques est encore peu connue et rarement appliquée dans la construction, notamment en France comparée à d'autres pays européens. La raison principale du manque d'attention peut être la connaissance limitée sur les impacts du chargement thermomécanique sur le comportement du pieu et celui du sol environnant. Cette thèse vise à étudier les aspects géotechniques des pieux géothermiques grâce aux modélisations physiques et numériques. Un modèle physique est développé afin de mieux connaitre l'interaction sol/pieu sous chargement thermomécanique. Le modèle est composé d'un pieu énergétique équipé des tubes d'échangeur de chaleur, installé dans un sol compacté. Le pieu a d'abord été installé dans un sable sec, puis dans une argile saturée ; il a ensuite été chargé mécaniquement et soumis à des cycles thermiques. L'effet de la charge mécanique, du nombre de cycles thermiques et du type de sol a été étudié. Les résultats montrent la génération de tassements irréversibles au cours des cycles thermiques, dont la quantité augmente avec l'augmentation de la charge en têtes du pieu. La pression totale dans le sol à proximité de la surface du pieu ne change pas par refroidissement et chauffage, tandis que la pression totale au-dessous du pieu augmente progressivement à mesure que les cycles thermiques poursuivent. Les expériences montrent aussi l'évolution des profils de la force axiale avec la température ; la force axiale dans le pieu augmente pendant le refroidissement et diminue pendant l'échauffement. Les comportements au cisaillement du sol (mêmes sols que ceux utilisés dans la première partie) ainsi que de l'interface sol/béton ont été évalués à différentes températures. Pour ce faire, un appareil de cisaillement conventionnel a été équipé d'un système de contrôle de température. Le sol (et l'interface sol/béton) a été soumis à une gamme de contraintes relativement faibles. La consolidation thermique a été effectuée selon un protocole particulier. Il a été observé que l'angle de frottement et la cohésion de matériaux utilisés ne changent pas sensiblement avec température. L'étude numérique a débuté par la simulation d'essais existants dans la littérature sur des pieux énergétiques en appliquant une méthode simplifiée via un code de calcul basé sur la méthode des éléments finis et assez répandu dans la profession. Le changement de la température est simulé en imposant au pieu des déformations volumétriques calculées à partir du coefficient de dilatation thermique du matériau. La méthode prédit correctement le comportement de certains pieux énergétiques à grande échelle en termes de contrainte axiale et de déplacement en tête du pieu. Les résultats mettent en évidence le rôle important joué par le changement de volume du pieu induit par les variations thermiques sur son comportement mécanique. Dans un second temps, un autre code de calcul offrant la possibilité d'inclure les effets thermique a été utilisé pour la modélisation des essais effectués auparavant sur le modèle physique. Ainsi, en comparant aux modélisations numériques précédemment expliquées, le changement de volume du sol induit par les variations de température est également pris en compte. Les résultats numériques et expérimentaux sont ainsi comparés. On en déduit que le modèle numérique est capable de prédire le comportement des pieux sous chargement purement mécanique. En outre, en simulant des essais thermomécaniques, une bonne estimation du transfert thermique dans le sol est obtenue. En ce qui concerne le comportement mécanique du pieu au cours de cycles thermiques, le modèle numérique prédit bien le tassement progressif du pieu. Cependant, en termes de répartition de la force axiale, on obtient des résultats contradictoires / Energy pile efficiency has been tested and validated by numerous studies from environmental and energy-related points of view until now. Nevertheless, energy pile technology is still more or less unknown and rarely applied in construction, especially in France compared to other European countries. The chief reason for this lack of attention might be the limited knowledge of the impact of the coupled thermo-mechanical loading on the behaviour of the pile and that of the surrounding soil. This thesis aims to study the geotechnical aspects of energy piles through physical modelling and some numerical investigations. A physical model is developed in order to better identify the soil/pile interaction under thermo-mechanical loading. The model is made up of a small pile equiped with a heat exchanger loop embedded in compacted soil. The pile was once installed in dry sand and then in saturated clay; it was then loaded mechanically and was subjected to thermal cycles. The effect of mechanical load value, number of thermal cycles and soil type is studied. The results show the appearance of irreversible settlements during thermal cycles, whose quantity increases as the pile head load increases. Total pressure in the soil close to the pile surface does not change by cooling and heating, while total pressure below the pile increases gradually as thermal cycles proceed. This is in accordance with the permanent downward movement of the pile within thermal cycles. Experiments also show the evolution of axial force profiles with temperature, axial force in the pile increases by cooling and decreases by heating. In another part of the experimental work, we focused on the soil/pile interface. The shear behaviour of the soil (the same as the soils used above) and that of the soil/concrete interface was evaluated at different temperatures. To do this, a conventional shear apparatus was equipped with a temperature control system. Soil (and soil/concrete interface) was subjected to a rather low range of stress. Thermal consolidation was performed according to a special protocol. It was observed that the soil friction angle and cohesion do not change considerably relative to temperature. The numerical study was initiated by simulating existing tests in the literature on energy piles through a finite element code well-known to engineers, applying a simplified method. The thermal load was simulated by imposing volumetric strains calculated from the coefficient of thermal expansion of the material on the pile. The method successfully simulates the behaviour of some full-scale energy piles in terms of axial strain and pile head displacement. The results highlight the important role played by the pile thermal volume change on the mechanical behaviour of the energy pile under various thermo-mechanical loadings. In the second stage, another numerical code with the possibility of including temperature effects was used for modelling the tests formerly performed on the physical model. Thus, compared to the first numerical attempts, the soil thermal volume change is also taken into account. The numerical results were compared with the experimental ones obtained from physical modelling. It was deduced that the numerical model could simulate correctly the pile behaviour under purely mechanical loading. Also, simulating thermo-mechanical tests, a good estimation of heat conduction in the soil was achieved numerically. Regarding the mechanical behaviour of the pile under thermal cycles, the numerical model adequately predicts the gradual ratcheting of the pile as observed in the experiments. However in terms of axial force distribution in the pile, the results from numerical modelling are different from the physical one

This study explored the possible impact to a game’s responsiveness and to players’ preferences by using a physically inspired model (real-time pitch and amplitude modulation) as a means of efficiently achieving responsive variation for melee weapon sound effects in a game using the in-engine audio features. A play test was created were 24 participants (12 with audio engineering backgrounds, 12 without), all with prior gaming experience, played through a game level where they would audition a non-variational implementation of a sword’s sound effects and a variational implementation with the same sound samples being modulated in real-time. The participants did not know what they were auditioning, and in a form filled out after the play test they assessed the differences in the level parts’ responsiveness and their preference. From this form no significant benefit or drawback was found to the game’s responsiveness, and no significance was found to the participants’ preference toward either sound effect implementation. The study’s conclusions are that these physically inspired models could be used as a mean of implementation for melee weapon sound effects if the sounds used or the game setting would suit this approach, or if this would be the artistic wish of the game developers.

La synthèse pour par modèles physiques propose une approche à de la création musicale alternative à de celui celle plus habituelle du traitement du signal. En prenant en considération le phénomène musical comme un unicum émergeant de l'interaction entre le musicien et les instruments à sa disposition, on expérimente et donne corps phénoménologique et sensible aux actions créatrices.En ne considérant pas comme entités distinctes la matière sonore et la structure musicale, on oriente les potentialités de l'ordinateur et crée une dialectique originale et féconde entre le formel (structurel) et le perceptif (cognitif).Le champ d'action envisagé dans cette thèse concerne le développement, la formalisation et la catégorisation des modèles physiques réalisés à l’aide du formalisme CORDIS-ANIMA de structures - créées par modélisation physique - utiles pour la composition musicale, dans la perspective de mettre en évidence la fonction de formalisation musicale associée portée au par ce paradigme. de simulation par modèle physique CORDIS-ANIMA.Le point de départ est ma pratique personnelle de près de 20 années, en tant que compositeur, avec le logiciel de création sonore GENESIS du laboratoire ACROE-ICA. Cette pratique, à travers des travaux à la fois scientifiques (en modélisation) et artistiques (en composition musicale), m'a conduit à considérer cet environnement non pas comme un synthétiseur, mais comme un instrument " organique " permettant de créer une composition musicale complète couvrant les trois échelles de catégorisation usuelle de l'acoustique et de la musique : micro-formelle (le timbre, l'harmonie, l'orchestration), mezzo-formelle (le rythme, la mélodie et les séquences / structures harmoniques de premier niveau) et macro-formelle (la structure harmonique de niveau supérieur, le schéma formel de la composition complète).L'objectif ne consiste pas à proposer le cadre d'une "nouvelle musique" ou d'une nouvelle esthétique, mais à "bien tempérer" les instruments pour une nouvelle pratique de la création musicale explorant et exploitant au mieux les potentialités de l'ordinateur et des technologies numériques, aussi dans la direction d'un élargissement de la dialectique instrumentalité - écriture musicale vers une "supra instrumentalité" [Cadoz6] et vers des perspectives "post-scriptiques" de la création musicale [Cadoz7]. / Physical model synthesis offers an approach to composition alternative to the more usual signal processing. Considering the musical phenomenon as a "unicum" emerging from the interaction between the musicians and their instruments the physical model synthesis realizes and gives phenomenological and sensitive corporeality to the creative actions. By conceiving not as separate entities sound material and musical structure directs the potentialities of the computer and creates an original and fruitful dialectic between the formal (structural) and perceptual (cognitive).The sphere of action for my PhD concerns the development, formalisation and categorisation of structural models – created by physical modelling – useful for musical composition in the perspective to highlight the musical formalisation function associated with the CORDIS-ANIMA physical model simulation paradigm.The starting point for this work is 20 years of personal use as a composer, of the GENESIS physical model musical creation software developed by the ACROE-ICA laboratory.This experience has led me, through works both scientific (modelling) and artistic (music composition), to consider this environment not as a synthesis tool, but as a complex instrument, which allows to create a complete musical composition covering all three usual categories of acoustics and music: micro-formal (the tone, harmony, orchestration), mezzo-formal (the rhythm, melody, and the basic sequences/harmonic structures) and macro-formal (the higher level harmonic structure, the formal outline of the entire composition).My goal is not to propose the framework of a new music or a new aesthetic, but develop "well-tempered" instruments for a new practice of music creativity that explores and accomplishes better the potentialities of computer and digital technology. This also leads in the direction of broadening the dialectic instrumentality - writing music to a "supra instrumentality" [Cadoz6] and to post-scriptic outlook on musical creation [Cadoz7].

Large-scale bed features are often encountered in coastal waters, and include sandbanks and spoil heaps. The morphodynamic development of such features involves complicated nonlinear interactions between the flow hydrodynamics, sediment transport, and bed profile. Numerical modelling of the morphodynamic evolution and migration of large-scale bed features is necessary in order to understand their long-term behaviour in response to changing environmental conditions. This thesis describes detailed measurements of the morphodynamics of sand mounds in unidirectional and oscillatory (tidal) flows, undertaken at the U.K. Coastal Research Facility (UKCRF). High quality data were collected, including water velocities, water levels and overhead images. The parameters tested are: three types of mound shape (circular and elliptical in plan shape, and Gaussian, cosine and triangular in cross-section); underlying fixed or mobile bed conditions; and initial crest height (submerged, surface-touching and surface-piercing). Peak flow velocities are about 0.5 m/s, the sand median grain size is 0.454 mm, and transport occurring mostly as bedload. When analysing the data, the bed contours are determined by digitising the shoreline at different water levels. From these plots, the volume, height, and centroid position of the mound are calculated. A large-scale fit method, based on a Gaussian function has been used to separate small-scale ripples from the large-scale bed structure during the evolution of an isolated sand mound or spoil heap. The bed profile after the ripples are removed is comparable to typical predictions by shallow-flow numerical solvers. The UKCRF experiments investigated the morphodynamic response of a bed mound to hydrodynamic forcing: shape changes, migration rates, volume decay and sediment transport rates. The measured migration rate and decay of a submerged sand mound in the UKCRF are found to be in satisfactory agreement with results from various theoretical models, such as the analytical solution derived by De Vriend. Numerical predictions of mound evolution by a commercial code, PISCES, are also presented for a fully submerged sand mound; the bed evolution is reasonably similar to that observed in the UKCRF. The data provided as a result of the research reported in this thesis provide insight into the behaviour of sand mounds in steady and unsteady flows at laboratory scale, and should also be useful for benchmark (validation) purposes to numerical modellers of large-scale morphodynamics.

O monitoramento em campo de fundações em estacas metálicas helicoidais é baseado em correlações empíricas entre a capacidade de carga à tração e o torque medido durante a instalação. Nesta pesquisa é proposto um modelo teórico da relação entre o torque de instalação e a capacidade de carga à tração deste tipo de estaca em areias para ser utilizado como procedimento de controle durante a execução deste tipo de fundação. Para validar esta relação teórica e para avaliar o desempenho desta fundação em solos arenosos, foi realizado um programa experimental dividido em dois grupos: ensaios de campo e ensaios de laboratório. Em campo foram realizadas provas de carga à tração na Escola de Engenharia de São Carlos (EESC) e em Contagem (Minas Gerais). Os ensaios de laboratório foram divididos em três grupos. O primeiro corresponde aos ensaios de modelagem física em centrífuga realizados no Laboratoire Central des Ponts et Chaussées (LCPC) em Nantes, França. O segundo engloba ensaios de cisalhamento direto de interface entre o aço da hélice da estaca e diferentes areias, parte executada no LCPC e parte na EESC. O terceiro grupo refere-se a ensaios de torção de tubos de estacas metálicas helicoidais efetuados na EESC. A partir dos resultados dos ensaios, o modelo teórico proposto nesta tese foi verificado e mostrou-se adequado para estacas metálicas helicoidais profundas com diferentes dimensões e número de hélices instaladas em solos arenosos. Os resultados das provas de carga realizadas em centrífuga e em campo foram examinados por meio dos métodos existentes na literatura para estimativa de capacidade de carga à tração desenvolvidos para este tipo de fundação. Por meio dos resultados obtidos nos ensaios em centrífuga, constatou-se que nas estacas multi-hélices a porcentagem de capacidade de carga relativa à hélice da ponta aumenta de acordo com o diâmetro da hélice e com a densidade da areia. Nos ensaios de torção de fustes de estacas helicoidais observou-se que, para tubos de mesmo diâmetro e espessura, a ruptura se inicia a partir do mesmo valor de momento torçor aplicado, independentemente de conter ou não emenda. / Empirical correlations between installation torque and uplift capacity of helical screw piles are routinely used as a procedure for quality control on site of this type of foundation. In this work, a theoretical model of the relationship between uplift capacity and installation torque of deep helical screw piles in sand was presented to be used as a quality control method for this type of foundation. An experimental program of laboratory and field investigations was carried out in order to validate this theoretical relationship. The field study included uplift tests of full-scale piles installed at the Escola de Engenharia de São Carlos (EESC) and in Contagem (Minas Gerais). The laboratory tests were performed in the Laboratoire Central des Ponts et Chaussées (LCPC/ Nantes) and at the EESC. In the LCPC a program of centrifuge and direct shear interface tests was completed. A set of torsion tests on pile shafts and of direct shear interface tests were carried out at the EESC. The results showed that the theoretical model presented is applicable to different pile dimensions, number of helices, and sand relative density. The methods existing in the literature for estimating uplift capacity of helical screw piles were used to verify the results of uplift capacities measured in field and in centrifuge studies. The results of centrifuge modelling tests demonstrated that the fraction of uplift capacity corresponding to the bottom helix increases with helix diameter and sand density. The torsion tests showed that the failure of the pile shaft begins at the same torque magnitude in experiments on shafts with and without connections.

Over the last two centuries, there has been a continual evolution of how occupied rooms are heated, with inventors competing to design new heating devices. In particular, there is a wide range of convector types, which vary in shape, size, design, material, operating medium and application. With approximately 190 million convectors installed in the UK alone, the question arises regarding the dependencies on the efficiency of heat distribution through convector-induced filling flows. A standard approach to evaluate convector performance is based on the convector strength only, the implication being the stronger the convector the better the performance. This work has gone beyond the limits of a stereotypical assessment in pursuit of answers regarding the physics of convector-induced filling and a new objective method to evaluate the efficiency of this transient process. The ultimate goal has been to provide a deep understanding of filling and stratification induced by a convector, in order to heat rooms rapidly and effectively. An experimental facility has been designed that approximates dynamic similarity between the experimental set-up and a real-life room with a convector. In the experiments, a rectangular sectioned water tank represents a room and a saline source rectangular sectioned panel with sintered side walls provides a convector representation. Experiments have been performed in water with a saline solution to ensure high Rayleigh numbers. Diagnostic techniques involve a combination of a shadowgraph method, a dye-attenuation method, direct salinity measurements and a new application of Particle Image Velocimetry (PIV). Interesting insight into convector-induced buoyancy-driven flows has been gained. As a result, new guidelines aimed at heating rooms more rapidly and effectively have been proposed. The key outcome that can be immediately applied is that, for a given convector strength, heat distribution with height can be improved by adjusting the convector position. For instance, faster filling leading to more uniform heat distribution occurs in rooms with convectors detached from side walls, due to large-scale mixing flows in the early period of filling. Also shorter convectors relative to the room height, positioned close to the floor level, promote faster and more uniform filling. An attempt to describe the transient filling has been made and to do so statistical methods, application specific, have been developed. As a result, the empirical equations describing both the filling rates in different stages of filling and the development of stratification have been derived, which rank the governing parameters, based on their importance, as either dominant or subordinate. Two dominant parameters governing filling flows are the non-dimensional accumulation parameter B and the Rayleigh number ΔRa, which are related to the convector strength. The impact of these two parameters is constant throughout the process. The parameters accounting for the system geometry and filling time (T) are subordinate parameters. Their impact, visible in the early period, decreases as filling continues.

The Asymmetric Spacer layer Tunnel (ASPAT) diode is a new diode invented in the early 90s as an alternative to the Schottky barrier diode (SBD) technology for microwave detector applications due to its highly stable temperature characteristics. The ASPAT features a strong non-linear I-V characteristic as a result of tunnelling through a thin barrier, which enables RF detection at zero bias from microwaves up to submillimetre wave frequencies. In this work, two heavily doped GaAs contact layer on top and bottom layers adjacent to lightly doped GaAs intermediate layers, enclose undoped GaAs spacers with different lengths sandwiching an undoped AlAs layer that acts as a tunnel barrier. The ultimate ambition of this work was to develop a MMIC detector as well as a frequency source based on optimized ASPAT diodes for millimetre wave (100GHz) applications. The effect of material parameter and dimensions on the ASPAT source performances was described using an empirical model for the first time. Since this is a new device, keys challenges in this work were to improve DC and RF characteristic as well as to develop a repeatable, reproducible, and ultimately manufacturable fabrication process flow. This was investigated using two approaches namely air-bridge and dielectric-bridge fabrication process flows. Through this work, it was found that the GaAs/AlAs heterostructures ASPAT diode are more amenable to the dielectric-bridge technique as large-scale fabrication of mesa area up to 4×4Âμm2 with device yields exceeding 80% routinely produced. The fabrication of the ASPAT using i-line optical lithography which has the capability to reduce emitter area to 4×4Âμm2 to lower down the device capacitance for millimetre wave application has been made feasible in this work. The former challenge was extensively studied through materials and structural characterisations by a SILVACO physical modelling and confirmed by comparison with experimental data. The I-V characteristic of the fabricated ASPAT demonstrated outstanding scalability, demonstrating robust processing. A fair comparison has been made between ASPAT and SBD fabricated in-house; indicating ASPAT is extremely stable to the temperature. The RF characterisations were carried out with the aid of Keysight ADS software. The DC characteristic from fabricated GaAs/AlAs ASPAT diodes were absorbed into an ADS simulation tool and utilized to demonstrate the performance of MMIC 100GHz detector as well as 20GHz/40GHz signal generators. Zero bias ASPAT with mesa area of 4×4Âμm2 with video resistance of 90KΩ, junction capacitance of 23fF and curvature coefficient of 23V-1 has demonstrated detector voltage sensitivity above 2000V/W, while the signal source conversion loss and conversion efficiency are 28dB and 0.3% respectively. An estimate noise equivalent power (NEP) for this particular device is 18.8pW/Hz1/2.