Self consolidating concrete (SCC) is defined as an innovative concrete that does not require vibration for placing and compaction and it is able to flow under its own weight, completely filling formwork and achieving full compaction. Although significant amount of research has been carried out regarding the fresh properties, mix design, placing methods and strength of various SCC mixes, only a very limited amount of work has been done to assess the durability performance of SCC. Concretes in cold climates are subjected to freeze-thaw cycles which are one of the major durability problems, and if the concrete is in a saturated or nearly saturated condition, those cycles lead to expansion of the water in the capillary pores of concrete causing great internal stresses. For a durable concrete subjected to freeze-thaw cycles, an adequate air void system is obtained by using air-entraining admixtures. The performance of the air void system is characterized by air void parameters that are determined using microscopical examination of the concrete microstructure. In this thesis a software tool, based on image analysis of concrete surface, is developed to evaluate the air void parameters of concrete using both American and European standards. Later on, an experimental program is conducted to evaluate the effect of freezing-thawing on self consolidating concrete that contain different percentages of fly ash (FA) and air entraining agents. For this purpose, a total of ten self consolidating concrete mixtures that contain four different contents of fly ash, and three different levels of air entrainment were prepared. During the casting operation, the workability properties of SCCs were observed through slump flow time and diameter, air content, V-funnel flow time, L-box height ratio, and segregation ratio. Hardened properties were evaluated by compressive strength, permeability tests (water absorption, sorptivity and rapid chloride permeability test), freezing-thawing test, resonant frequency test, ultrasonic pulse velocity test. The developed tool was used to characterize and evaluate the effects of air void parameters of SCC on its resistance to freeze-thaw cycles. At the end of this experimental investigation, it was concluded that the addition of air entraining agent increased the flowability and an increase in the fly ash content decreased the effect of air entraining agent. On the other hand, during image processing, it was observed that the surface preparation procedures have a crucial effect on processing quality. Moreover, spacing factor -which is the most important air void characteristic that is utilized for determination of the resistance to freezing-thawing- should not be restricted to 0.2 mm for SCC, since SCCs with spacing factors smaller than 0.4 mm could still exhibit good freezethaw resistance.

Particulate materials are ubiquitous in the natural environment and have served throughout human history as one of the basic materials for developing civilizations. In terms of human activity, the handling of particulate materials consumes approximately 10% of all the energy produced on earth. Advances in the study and understanding of particulate materials can thus be expected to have a major impact on society. Geotechnical engineers have a long history of studying particulate materials since the fundamental building blocks of the profession include sands, silts, clays, gravels and ores, all of which are in one form or another particulates. The interface between particulates and other engineered materials is very important in determining the overall behavior of many geotechnical systems. Laboratory experimental studies into interface shear behavior has until now, been largely confined to systems involving uniformly graded sands comprised of a single particle size. This study addresses these potential shortcomings by investigating the behavior of binary particle mixtures in contact with surfaces. The binary nature of the mixtures gives rise to a changing fabric state which in turn can affect the shear strength of the mixture. Accordingly, packing limit states and the shear strength of binary mixtures were investigated across a range of mixtures, varying in particle size ratio and the proportion of fine particles to provide a reference. Binary mixtures in contact with smooth surfaces were investigated from both a global shear response and a contact mechanics perspective. A model was developed that allowed for the prediction of an interface friction coefficient based on fundamental material properties, particle and mixture parameters. Surface roughness changes as a result of shearing were also examined. The interface shear behavior with rough interfaces was examined in the context of the relative roughness between particles and surface features. The interpretation of traditional measures of relative roughness suffer from the need for a definitive average particle size, which is ambiguous in the case of non-uniform mixtures. Measures of an applicable average particle size for binary mixtures were evaluated.

The characteristics of fine aggregates, such as shape, angularity, and surface texture, have been shown to influence the performance of concrete and asphalt mixtures and to play an important role in obtaining valuable properties of early age concrete such as workability, and compatibility. However, the measurement of fine aggregate characteristics is not easy. In the present study, 26 fine aggregates, covering a wide spectrum of mineralogy, were examined using direct and indirect test methods in order to evaluate the shape, angularity, and surface texture, as well as to analyze the gradation. The direct test methods, such as AIMS and Camsizer, which provide a digital image of the aggregates proved to be the best. However, the cost of such systems can limit the use of digital imagining systems in practice. The indirect test methods which provide an estimate of aggregate surface characteristics, such as uncompacted void test, mortar flow test, compressive strength test, and flakiness test gave variable results. The uncompacted void test (Method A) was shown to be the most accurate indirect test method. The Camsizer and the sieve analysis test produced identical gradation analysis results when an adequate sample was used. General correlations were developed between the direct and indirect test methods. The non-approved fine aggregates on the TxDOT’s list were analyzed and compared to those of the approved fine aggregates to see whether they could be successfully used. It was found that both LS-5 and LS-8 had good results—even better than the results of some of the approved fine aggregates. Thus, they could be successfully used. / text

The continuing scaling of integrated circuits beyond 22nm technology node poses increasing challenges to Electromigration (EM) reliability for Cu on-chip interconnects. First, the width of Cu lines in advanced technology nodes is less than the electron mean free path which is 39nm in Cu at room temperature. This is a new size regime where any new scaling effect on EM is of basic interest. And second, the reduced line width necessitates the development of new methods to analyze the EM characteristics. Such studies will require the development of well controlled processes to fabricate suitable test structures for EM study and model verification. This dissertation is to address these critical issues for EM in Cu interconnects. The dissertation first studies the initial void growth under EM, which is critical for measurement of the EM lifetime and statistics. A method based on analyzing the resistance traces obtained from EM tests of multi-link structures has been developed. The results indicated that there are three stages in the resistance traces where the rate of the initial void growth in Stage I is lower than that in Stage III after interconnect failure and they are linearly correlated. An analysis extending the Korhonen model has been formulated to account for the initial void formation. In this analysis, the stress evolution in the line during void growth under EM was analyzed in two regions and an analytic solution was deduced for the void growth rate. A Monte Carlo grain growth simulation based on the Potts model was performed to obtain grain structures for void growth analysis. The results from this analysis agreed reasonably well with the EM experiments. The next part of the dissertation is to study the size effect on the electron wind force for a thin film and for a line with a rectangular cross section. The electron wind force was modeled by considering the momentum transfer during collision between electrons and an atom. The scaling effect on the electron wind force was found to be represented by a size factor depending on the film/line dimensions. In general, the electron wind force is enhanced with increasing dimensional confinement. Finally, a process for fabrication of Si nanotrenches was developed for deposition of Cu nanolines with well-defined profiles. A self-aligned sub-lithographic mask technique was developed using polymer residues formed on Si surfaces during reactive ion etching of Si dioxide in a fluorocarbon plasma. This method was capable to fabricate ultra-narrow Si nanotrenches down to 20nm range with rectangular profiles and smooth sidewalls, which are ideal for studying EM damage mechanisms and model verification for future technology nodes. / text

An experimental investigation of condensation of hydrocarbons and hydrocarbon/refrigerant mixtures in horizontal tubes was conducted. Heat transfer coefficients and frictional pressure drops during condensation of a zeotropic binary mixture of R245fa and n-pentane in a 7.75 mm internal diameter round tube were measured across the entire vapor-liquid dome, for mass fluxes ranging from 150 to 600 kg m-2 s-1, and reduced pressures ranging from 0.06 to 0.23. Condensation experiments were conducted for the mixture, as well as its pure constituents over a similar range of conditions. In addition, condensing flow of the hydrocarbon propane was documented visually using high-speed video recordings. Results from these experiments were used to establish the two-phase flow regimes, void fractions, and liquid film thicknesses during condensation of propane flowing through horizontal tubes with internal diameters of 7 and 15 mm. These measurements were made over mass fluxes ranging from 75 to 450 kg m-2 s-1, operating pressures ranging from 952 to 1218 kPa, and vapor qualities ranging from 0.05 to 0.95. Liquid film thickness and void fraction data were subsequently be used to assist the development of heat transfer and pressure drop models. In particular, the heat transfer coefficients and pressure drops observed in the mixture were compared with the corresponding values for the pure constituents. Models for heat transfer and pressure drop in the pure components as well as the mixtures were developed based on the data from the present study. This work extends the available literature on two-phase flow regimes for air-water mixtures, steam, and refrigerants to include hydrocarbons. Additionally, the limited information on condensation in multi-constituent hydrocarbon-hydrocarbon and refrigerant-refrigerant mixtures was extended to include hydrocarbon-refrigerant mixtures. The findings of this study are expected to benefit applications such as refrigeration, low-grade heat-driven power generation, and the development of heat exchangers for the chemical and process industries.

Made available in DSpace on 2014-12-17T14:48:13Z (GMT). No. of bitstreams: 1 FranciscoMGL_DISSERT.pdf: 2920200 bytes, checksum: c9c74c01a86db791fd1fef40b8b653c2 (MD5) Previous issue date: 2012-03-09 / Soil improved with the addition of cement have been utilized as an alternative to the construction of various types of geotechnical works, almost always present economic and environmental advantages. This paper presents a study on the usage of cement in the improvement of mechanical properties of sandy soils, characteristic of the region of Natal, collected from its dunes. This research was made in order to analyze the influence of cement content, voids, and also including water immersion and confining pressure. Samples molded from cement-soil mixtures were tested for unconfined compression tests and triaxial tests. The samples had the percentage of cement mixed in 2.5%, 5% and 10% by weight. The cement agent used was the Portland Cement of High Early strength(CPV-ARI), which promoted agility to the experimental procedure for presenting a rapid gain in strenght. The void ratio used ranged from 0.7 (more compact), 0,9 and 1,1(softer). The soil under study can be considered as pure sand. In general, it can be stated that the larger the amount of cement added to the sand studied is, the greater ultimate strength will be. Likewise, as more compact the soil is, the less void ratio and more resistant it will be present. The confining pressure tends to increase the resistance of the specimens. The cementing adopted grades showed that the use of different criteria for failure did not significantly alter the stress-strain parameters for the sand studied. The angle of friction values were found within the typical range of medium and compact sands. Cementing acted in the sand providing an intercepted cohesion which increased enhancing the potential cementation. In triaxial compression tests, the sand with void ratio is equal to 0.7 and showed the expected behavior for a compact sand while the stress-strain behavior of the same sand with the void ratio of 0.9 tended to be expected for the soft sand as well / Solos melhorados com adi??o de cimento t?m sido bastante utilizados como alternativa na constru??o de diversos tipos de obras geot?cnicas, quase sempre por apresentar vantagens econ?micas e ambientais. Este trabalho apresenta um estudo sobre a utiliza??o de cimento no melhoramento das propriedades mec?nicas de solos arenosos caracter?sticos da regi?o de Natal, coletados em dunas. Foi avaliada a influ?ncia do teor de cimento, do ?ndice de vazios, da inunda??o e da tens?o confinante. Corpos-de-prova moldados a partir de misturas de solo-cimento foram submetidos a ensaios de resist?ncia ? compress?o simples e ? compress?o triaxial convencional. Nas amostras as porcentagens de cimento foram variadas em 2,5%, 5% e 10% em peso. O agente cimentante utilizado foi o Cimento Portland de Alta resist?ncia inicial (CP-V ARI), que promoveu agilidade ao procedimento experimental por apresentar um processo de cura mais r?pido.Os ?ndices de vazios utilizados variaram de 0,7 (mais compacto), 0,9 e 1,1(mais fofo). O solo estudado pode ser considerado como uma areia pura. De uma forma geral, pode-se afirmar que quanto maior a quantidade de cimento adicionado ? areia estudada, maior a sua resist?ncia final. Da mesma forma, quanto mais compacto estiver esse solo, isto ?, quanto menor o ?ndice de vazios, mais resistente ele se apresentar?. A tens?o confinante tende a aumentar a resist?ncia dos corpos de prova. Nos graus de cimenta??o adotados, a utiliza??o de diferentes crit?rios de ruptura n?o alterou significativamente os par?metros tens?o-deforma??o para a areia estudada. Os valores de ?ngulo de atrito encontrados estavam dentro dos valores t?picos para areias m?dias e compactas. A cimenta??o agiu na areia de modo a proporcionar um intercepto de coes?o que aumentou com o incremento da cimenta??o. Nos ensaios de compress?o triaxial, a areia com ?ndice de vazios igual a 0,7 apresentou o comportamento esperado para uma areia compacta, enquanto o comportamento tens?o deforma??o da mesma areia com ?ndice de vazios de 0,9 tendeu ao esperado para a areia fofa

Un nouveau concept d'échangeur de chaleur compacte est développé afin d’améliorer les performances du système de conversion d'énergie pour le réacteur ASTRID. La fabrication de géométries complexes (canaux rectangulaires millimétriques) est possible grâce au procédé de soudage diffusion : des tôles rainurées en acier inoxydable 316L sont empilées en conteneur et soudées lors d'un cycle de Compaction Isostatique à Chaud (CIC). La problématique est alors d'obtenir des interfaces résistantes tout en limitant la déformation des canaux nuisible à l’efficacité de l’échangeur. Pour arriver au meilleur compromis, les travaux de cette thèse vont aider à l’optimisation des paramètres pression/temps/température du cycle de CIC.Le premier axe de travail porte sur la simulation numérique de la déformation d’un tel échangeur lors de la CIC. L’influence des paramètres numériques (taille des éléments, critère de convergence) a été étudiée afin d’optimiser la précision et la vitesse des calculs. Les simulations ont mis en évidence l’importance des défauts d’empilements de la structure (glissements et ondulations des tôles) dans l’augmentation de la déformée de l’échangeur. Puis une caractérisation mécanique poussée des tôles laminées a mené à l’identification d’une loi de comportement entre 20°C à 1040°C.Le second axe porte sur la modélisation de l'évolution des interfaces lors du soudage diffusion et la prédiction de la tenue mécanique de ces dernières, l'ensemble pouvant mener à la définition d'un critère de validité des interfaces.Une étude microstructurale et mécaniques des interfaces a permis d’établir une corrélation entre la tenue mécanique d’un joint soudé-diffusé et son taux de surface soudée. En effet, la disparition de la porosité résiduelle est le critère principal pour obtenir de bonnes propriétés mécaniques à l’interface. Toutefois, le franchissement de l’interface par les joints de grains, est nécessaire pour retrouver les propriétés des tôles laminées. Un modèle analytique de fermeture des porosités (Hill et Wallach) est utilisé pour calculer le taux de surface soudée d’une interface en fonction des paramètres du cycle de CIC en modélisant la contribution des mécanismes (visco)plastique et diffusifs (en surface et au joint). Associé à la corrélation entre tenue mécanique et taux de surface soudée, il permet de proposer un outil prédictif pour la tenue mécaniques des interfaces soudé-diffusées. / A new concept of compact plate heat exchanger is developed for the energy conversion system performances of the ASTRID reactor. Manufacturing the complex geometry is possible by a diffusion-welding process: engraved 316L stainless steel plates are stacked and bonded during a Hot Isostatic Pressing cycle (HIP). The problematic is to get strong interfaces without deforming the channels which is harmful for the exchanger efficiency. To reach a good compromise, this thesis work will help to optimize the HIP parameters (pressure/temperature/ time).The first line of work is about the simulation of the heat exchanger deformation along manufacturing process. The influence of numerical parameters (elements size, convergence criterion) was studied to optimize the accuracy and the calculation time. Simulations have shown the importance of structure stack faults (sliding and plate ripples) in the increase of exchanger deformation. Then, a mechanical characterisation of plates was carried out to identify the constitutive equation between 20°C and 1040°C.The second line is about the interface modelling along welding and the prediction of their mechanical strength, as a whole can lead to the definition of an interface acceptability criterion. A microstructural and mechanical study has enabled to correlate the mechanical strength of a diffusion-bonded junction and its bonded area. Indeed, residual porosity disappearance is the main criterion to get good interfaces mechanical strength. However, the grain boundary migration is required to reach the rolled material properties. A void closure analytical model (Hill and Wallach) was used to estimate the bonded area of an interface according to HIP cycle parameters by modelling the contribution of (visco)plastic and diffusion (surface and boundary) mechanisms. Associated with the correlation between mechanical strength and the fraction of bonded area, it enables to propose a predictive tool for the mechanical strength of diffusion-bonded interfaces.

La simulation numérique des écoulements turbulents cavitants revêt de nombreuses difficultés tant dans la modélisation des phénomènes physiques que dans le développement de méthodes numériques robustes. En effet de tels écoulements sont caractérisés par un changement de phase associé à des gradients de la masse volumique, des variations du nombre de Mach causées par une chute de la vitesse du son, des zones de turbulence diphasique et la présence d'instationnarités.Les travaux de la présente thèse s'inscrivent dans la continuité des études expérimentales et numériques menées au sein du Laboratoire des Ecoulements Géophysiques et Industriels (LEGI),qui visent à améliorer la compréhension et la modélisation d'écoulements cavitants. Les simulations s'appuient sur un code compressible associé à une technique de pré-contionnement bas-Mach qui permet de traiter les zones incompressibles. Les écoulements diphasiques sont reproduits à l'aide d'un modèle de mélange homogène 1-fluide avec discrétisation implicite en pas de temps dual. Enfin la résolution adopte l'approche moyennée RANS qui couple le système des équations de conservation avec des modèles de turbulence du premier ordre basés sur la notion de viscosité turbulente.Dans les zones diphasiques, le calcul des variables thermodynamiques nécessite l'introduction d'équations d'état. La pression au sein du mélange est ainsi reliée aux grandeurs conservatives soit à partir d'une équation d'état de mélange des gaz raides, soit par une relation sinusoïdale incorporant la fraction volumique de vapeur (le taux de vide). La valeur ajoutée de ces travaux de thèse repose sur l'introduction d'une équation de transport pour le calcul du taux de vide. Celle-ci incorpore un terme source dont le transfert de masse entre les phases est fermé grâce à une hypothèse de proportionnalité à la divergence du champ de vitesse. Outre l'amélioration des phénomènes de convection, de dilatation et de collapse, cette équation supplémentaire permet de relaxer l'équilibre thermodynamique local et d'introduire un état métastable pour la phase vapeur.Les simulations 2D et 3D sont réalisées sur des géométries de type Venturi caractérisées par le développement de poches de cavitation partielle instables. L'objectif consiste à reproduire les instationnarités inhérentes à chaque profil telles que la formation d'un jet rentrant liquide à proximité de la paroi ou la production de nuages de vapeur convectés par l'écoulement principal.Les résultats numériques mettent en avant une variation de la fréquence des instationnarités en fonction du calcul de la vitesse du son en zone de mélange. D'autre part, la prise en compte de déséquilibre de la phase vapeur amplifie les phénomènes de propagation d'ondes de pression générées par le collapse des structures cavitantes et participe à la déstabilisation de la poche. Enfin, l'influence de l'équation de transport de taux de vide est analysée en confrontant les résultats des simulations à ceux obtenus ultérieurement à partir d'un modèle à seulement trois équations de conservation. / The computation of turbulent cavitating flows involves many difficulties both in modeling the physical phenomena and in the development of robust numerical methods. Indeed such flows are characterized by phase transitions and large density gradients, Mach number variation due to speed of sound decrease, two-phase turbulent areas and unsteadiness.This thesis follows experimental and numerical studies led at the Laboratoire des Ecoulements Géophysiques et Industriels which aim to improve the understanding and modeling of cavitating flows. Simulations are based on a compressible code coupled with a pre-conditionning technique which handles low-Mach number areas. The two-phase flows are reproduced using a one-fluid homogeneous model and temporal discretisation is performed using an implicit dual-time stepping method . The resolution is based on the RANS approach that couples conservation equations with firts-order closure models to compute eddy viscosity.In two-phase flows areas, the computation of thermodynamic quantities requires to close the system with equations of state (EOS). Thus, two formulations are investigated to determine the pressure in the mixture. The stiffened gas EOS is written with conservative quantities while a sinusoidal law deduces the pressure from the volume fraction of vapor (the void fraction). The present study improves the homogeneous equilibrium models by including a transport equation for the void ratio. The mass transfer between phases is assumed to be proportional to the divergence of the velocity. In addition to a better modeling of convection, expansion and collapse phenomenon, this added transport equation allows to relax the local thermodynamic equilibrium and to introduce a mestastable state to the vapor phase.2D and 3D simulations are performed on Venturi type geometries characterized by the development of unstable partial cavitation pockets. The goal is to reproduce unsteadiness linked to each profile such as the formation of a re-entrant jet or the quasi-periodic vapor clouds shedding. Numerical results highlight frequency variations of unsteadiness depending on the speed of sound computation. Moreover, the simulation conducted with a relaxed vapor density increase the pressure wave propagation magnitude generated by the collapse of cavitating structures. It contributes to the destabilization of the pocket. Finally, the role of the void ratio equation is analyzed by comparing the simulation results to those obtained subsequently from a model involving only three conservation equations.

The rapid depletion of hydrocarbon fields around the world has led the industry to search for these resources in ever increasing water depths. In this context, the large diameter (D > 100mm) vertical riser has become a subject of great interest. In this research work, a major investigation was undertaken to determine the two phase flow hydrodynamics in a 254mm vertical riser. Two types of experiments were performed for range of air-water superficial velocities. The first experimental campaign addresses the issue of the two gas injector’s performances (conventional vs. novel design gas injector) in the large diameter vertical riser. The experimental results show that the novel design gas injector should be the preferential choice. The second set of the experimental work investigates the two phase flow hydrodynamics in the vertical riser in detail. The two phase flow patterns and their transitions were identified by combination of visual observations and statistical features. Based on the results, the experimental flow regime map was developed and compared with the existing vertical upflow regime maps/models. None of the flow regime transition models adequately predicted the flow regimes transitions in large diameter vertical risers as a whole. In this regard, the Taitel et al. (1980) bubble to slug flow transition model has been modified for large diameter vertical upflow conditions, based on the physical mechanism observed. The general trends of modified criteria agreed well with the current and other large diameter experimental results. The effect of upstream conditions on the vertical riser flow behaviour was also investigated in detail by two different inlet configurations (i) near riser base injection and (ii) upstream flowline injection. It was found that no significant differences exist in flow behaviour at low air-water superficial velocities for both the inlet configuration, at high air-water superficial velocities, the intermittent flow behavior in flowline influences the riser flow pattern characteristics and thereby controls the riser dynamics. It is found that liquid slugs from the flowline naturally dissipate to some extent in the riser as a consequence of compression of succeeding bubble that rapidly expands and break through the liquid slug preceding it when it enters the riser. The experimental work corroborates the general consensus that slug flow does not exist in large diameter vertical upflow condition. Experimental data has been further compared to increase the confidence on the existing two phase flow knowledge on large diameter vertical riser: (a) by comparing with other experimental studies on large diameter vertical upflow in which generally, a good agreement was found, (b) by assessing the predictive capability of void fraction correlations/pressure gradient methods. The important implication of this assessment is that the mechanistic approach based on specific flow regime in determining the void fraction and pressure gradient is more successful than conventional empirical based approaches. The assessment also proposes a proposed set a of flow regime specific correlations that recommends void fraction correlations based on their performances in the individual flow regimes. Finally, a numerical model to study the hydrodynamic behaviour in the large diameter horizontal flowline-vertical riser system is developed using multiphase flow simulator OLGA. The simulated results show satisfactory agreement for the stable flows while discrepancies were noted for highly intermittent flows. The real time boundary application was partially successful in qualitatively reproducing the trends. The discrepancies between the predicted results and experimental data are likely to be related to the incorrect closure relations used based on incorrect flow regimes predictions. The existence of the multiple roots in the OLGA code is also reported for the first time.

Although emerging economies have received increased attention by both firms and academia in recent decades, there is still more that can be done. Calls have been made by both academic authors and journals to conduct research within institutionally voided environments, a call that was answered by this study. Specifically, this study answers calls related to: examining institutional strategies; examining the relationship between nonmarket and market exchanges. The purpose of this study was to gain a deeper understanding of how the nonmarket-market relationship affects firm strategies and behavior in Cambodia, an especially voided country due to their turbulent recent history. A second layer of the purpose was to compare firms and explore their similarities and differences to understand the isomorphic pressures of Cambodia. A qualitative case study approach to the study was undertaken to achieve the study’s purpose. Thirteen semi-structured interviews were conducted with various managers who have the ability to make strategic decisions in their respective firms. All the interviewees were from the private sector but were scattered throughout different industries and were asked about their experiences and perception of the Cambodian business environment, mainly focusing on the institutional context. The data collected were then structured based on three main themes and corresponding subthemes. This thematic division was the basis for the analysis of the study as well as the conclusion. Based on the analysis of the data, it can be concluded that the nonmarket is indeed superordinate to the market environment in Cambodia. From a macro perspective, the institutional voids affect all firms in Cambodia, and the firms utilize similar variations of four institutional strategies: internalization, substitution, buffering, and bridging. Because the nonmarket environment in Cambodia is so strong, this results in both voids in the market environment and firms becoming more isomorphic. These four strategies were not the only ones identified, other strategies, namely outsourcing and institutional borrowing, were noted as well because of the institutional voids. Theoretically, this study contributes to revising and improving Institutional Theory and reinforcing both Institutional Theory and the Resource-Based View. Social contributions relate to assisting policymakers in Cambodia to understanding their most problematic institutions and developing or improving those institutions. Practical contributions are aimed at practitioners seeking to or doing business in Cambodia, assisting them in understanding the institutional context of Cambodia and knowing how to navigate within its boundaries. This practical contribution can also be considered a social contribution, as more businesses enter Cambodia and as firms grow, the combination of firm entrance and growth creates more jobs and stimulates the economy.