Duke Humphrey of Gloucester is often given credit for the renaissance of English learning in the fifteenth century. It is true that the donations of books he made to Oxford, his patronage of English and Italian writers, and his patronage of administrators who had humanist training resulted in the transmittal of humanist values to England. But is it also true that these accomplishments were mainly the by-product of his self-aggrandizing style, rather than a conscious effort on the duke's part to promote learning. The duke, however, does deserve recognition for what he unwittingly may have done.

Thesis (M.B.A.)--Boston University

No / This paper provides the results of re-evaluation of a young adult individual from the Romano-British cemetery of 76 Kingsholm, Gloucester with club foot defomity by (Roberts et al 2004). Our reanalysis revealed an extensive bilateral asymmetry involving the lower and upper limb, spine and cranium and a right scoliosis, indicating more than the lower limb was affected. Consideration of the position and shape of the articulated club foot indicated a positional rather than a developmental condition, probably due to unilateral paralysis. Differential diagnosis considered congenital and acquired neuromuscular conditions; we argue that poliomyelitis is the most likely cause. Poliomyelitis is secondary to the infection with poliovirus that can affect the motor neurons from the spinal cord, causing a flaccid paralysis without sensory affection. Because the virus affects individual nerves, the paralysis is muscle-specific causing muscle imbalances and poor posture which can result in deformities and muscle disuse atrophy. Shortening of the leg is the most characteristic sign, however other typical deformations are in the lower limbs are external rotation of the knee, knee hyperestension, ankle and foot deformities (all observed in K131). The evaluation of K131’s entheses and bone structure suggests that, in life, this individual showed physical deformities consisting of a possibly visible atrophy of the left arm and leg, asymmetric gait, clubfoot and slight scoliosis which would have affected not only his appearance but also his ability to move and perform certain tasks. K131’s burial treatment is entirely normative for the period and the wider cemetery context. This could suggest that despite their impairment, this individual was not necessarily marginalised within their social context. However, historical sources account for extensive marginalisation and cruel treatment of the disabled and deformed in this period. So, whilst K131 was buried in a normative manner, it is difficult to reach definitive conclusions regarding how this individual was treated by their contemporaries.

Cette étude analyse l'industrie des pêches dans la Péninsule acadienne du Nouveau Brunswick au 19ème siècle. Il s'agit d'une étude globale de l'industrie des pêches de la région, non seulement pour mieux comprendre son évolution socio-économique mais aussi pour ouvrir la voie aux chercheurs en ce sens. Nous cherchons entre autre à comparer la situation des pêcheries de la Péninsule à celle des autres régions des Maritimes. C'est une synthèse ouverte à l'ensemble de l'industrie des pêches acadiennes de la Péninsule. Dans la première partie, il est question de l'intégration des Acadiens dans l'industrie des pêches, de même que des structures administratives, techniques et économiques qui régissaient cette activité. Les Acadiens s'impliqueront peu dans les pêcheries avant 1766 et ils deviendront pêcheurs plutôt par obligation que par choix. Dès lors, les habitants de la Péninsule acadienne du Nouveau Brunswick seront encadrés à l’intérieur du système d'opération des compagnies anglo-normandes. Ce ne sera qu'un siècle plus tard que, suite à la création du Dominion canadien, le secteur des pêcheries sera définitivement intégré à l’appareil étatique. La deuxième partie tente de démontrer que, tout comme en Gaspésie, la Péninsule acadienne avait développé un genre de hiérarchie chez sa classe de pêcheurs. En effet, certaines familles de pêcheurs réussissaient quand même à conserver une certaine indépendance et une aisance relative. Il ne faudrait toutefois pas se leurrer sur la situation économique de la région. La pêche représentait le principal débouché d'emploi dans le comté de Gloucester, mais ses travailleurs étaient parmi les moins bien rémunérés au Canada. La thèse visait à effectuer une étude globale de l'industrie des pêches de la région et ce, afin de mieux saisir l'évolution socio-économique du territoire. Les résultats de notre étude nous portent à croire qu'il y avait effectivement une certaine forme de domination et de contrôle, exercée par la minorité étrangère. Mais il faut aussi signaler les efforts de plusieurs Acadiens afin d'atteindre un meilleur statut socio-économique. / Québec Université Laval, Bibliothèque 2013

This thesis has set out with the intention of providing a detailed investigation of the pattern of urban development which occurred in the lordships of Glamorgan, Gwynllŵg, Caerleon and Usk between 1217 and 1314, The reason for concentrating upon the period 1217-1314 is that it was during this time that each of the four lordships passed into the hands of a single baronial family, the Clare earls of Gloucester and Hertford. A central theme of the thesis has been to obtain an understanding of the way in which urban development as a whole evolved during this period, with particular emphasis being placed upon the role played by the Clare seigneurs in shaping these developments. This question of seigneurial involvement is important, and sets the study apart from previous investigations into urbanisation in the four lordships. Whilst the individual development of towns within the lordships has generally received a fair amount of historical and archaeological investigation, very little attempt has been made to examine how the towns might have been interactive and interdependent in terms of administration and economic development when under the control of a common lord. In the course of this thesis consideration has been made of the development and evolution of the towns of Cardiff, Newport, Kenfig, Neath, Caerleon, Usk, Cowbridge, Trelech, Llantrisant and Caerphilly, and important aspects regarding the respective influence of the seigneur and the burgesses have been identified. In all the towns held by the Clares, it emerges that it was the seigneur who represented the dominant force in shaping urban development. Moreover, strong evidence has emerged to suggest that the Clares adopted and implemented a homogeneous attitude towards the development of urban centres in their Marcher lordships.

Flooding is and remains to be a serious hazard to human society, with about one in five people globally living within 1 in 100 year flood risk areas. Previous research shows that there are social and economic inequalities in flood exposure, with deprived groups often being more at risk. Exposure studies investi- gated a variety of socioeconomic characteristics over the years by overlaying social data with modelled flood hazard areas. New studies reveal, however, that there can be significant socioeconomic differences between populations in theoretical hazard zones, as predicted by flood models, and flooded areas during extreme events. Despite this, case studies are still rare and are mainly limited to the United States. This thesis explores how material deprivation differs between modelled and flooded areas during the 2007 floods in Gloucester and Kingston upon Hull in the United Kingdom. During this extreme event, more advantaged areas experienced more flooding, both inside and outside the modelled flood hazard zones. In Gloucester, more deprived areas were covered by the modelled hazard map but were not flooded during this event. This work sheds light on the importance of using both hazard models and maps of real events when studying flood exposure. Without considering how social and economic factors can interplay with exposure to natural hazards, disaster management strategies will not be able to protect all vulnerable groups.

Sensitive marine clay in Ottawa is a challenging soil for geotechnical engineers. This type of clay behaves differently than other soils in Canada or other parts of the world. They also have different engineering characteristic values in comparison to other clays. Cone penetration testing in sensitive marine clays is also different from that carried out in other soils. The misestimation of engineering characteristics from cone penetration testing can result. Temperature effects have been suspected as the reason for negative readings and erroneous estimations of engineering characteristics from cone penetration testing. Furthermore, the applicability of correlations between cone penetration test (CPT) results and engineering characteristics is ambiguous. Moreover, it is important that geotechnical engineers who need to work with these clays have background information on their engineering characteristics. This thesis provides comprehensive information on the engineering characteristics and behaviour of sensitive marine clays in Ottawa. This information will give key information to geotechnical engineers who are working with these clays on their behaviour. For the purpose of this research, fifteen sites in the Ottawa area are taken into consideration. These sites included alternative technical data from cone and standard penetration tests, undisturbed samples, field vanes, and shear wave velocity measurements. Laboratory testing carried out for these sites has resulted in acquiring engineering parameters of the marine clay, such as preconsolidation pressure, overconsolidation ratio, compression and recompression indexes, secondary compression index, coefficient of consolidation, hydraulic conductivity, clay fraction, porewater chemistry, specific gravity, plasticity, moisture content, unit weight, void ratio, and porosity. This thesis also discusses other characteristics of sensitive marine clays in Ottawa, such as their activity, sensitivity, structure, interface shear behaviour, and origin and sedimentation. Furthermore, for the purpose of increasing local experience with the use of cone and ball penetrometers in sensitive marine clays in Ottawa, three types of penetrometer tips are used in the Canadian Geotechnical Research Site No. 1 located in south-west Ottawa: 36 mm cone tip, and 40 mm and 113 mm ball tips. The differences in their response in sensitive marine clays will be discussed. The temperature effects on the penetrometer equipment are also studied. The differences in the effect of temperature on these tips are discussed. Correlations between the penetrometer results and engineering characteristics of Ottawa's clays are verified. The applicability of correlations between the testing results and engineering characteristics of sensitive marine clays in Ottawa is also presented in this thesis. Two correlations from the Canadian Foundation Engineering Manual are examined. One of these correlations is between the N60 values from standard penetration testing and undrained shear strength. The other correlation is between the shear wave velocity measurement and site class. Temperature corrections are suggested and discussed for penetrometer equipment according to laboratory calibrations. The significance of the effects due to radical temperature changes in Canada and Ottawa is discussed. Some of the main findings from this research are as follows. • The Canadian Foundation Engineering Manual presents a correlation between standard penetration tests (SPTs) and the undrained shear strength of soils. This relationship may not be applicable to sensitive marine clays in Ottawa. • Another correlation between the site class, shear wave velocity, and undrained shear strength is presented by this same manual which may not be applicable to sensitive marine clays in Ottawa. • The rotation rate for field vane testing as recommended by ASTM D2573 is slow for sensitive marine clays in Ottawa. • Correction factors applied to undrained shear strength from laboratory vane tests may not result in comparable values with the undrained shear strength obtained by using field vane tests. • Loading schemes in consolidation or oedometer testing may affect the quality of the targeted results. • Temperature corrections should be applied to penetrometer recordings to compensate for the drift in the results of these recordings due to temperature changes. • The secondary compression index to compression index ratio presented in the literature may not be the value obtained from this research.

Sensitive marine clay in Ottawa is a challenging soil for geotechnical engineers. This type of clay behaves differently than other soils in Canada or other parts of the world. They also have different engineering characteristic values in comparison to other clays. Cone penetration testing in sensitive marine clays is also different from that carried out in other soils. The misestimation of engineering characteristics from cone penetration testing can result. Temperature effects have been suspected as the reason for negative readings and erroneous estimations of engineering characteristics from cone penetration testing. Furthermore, the applicability of correlations between cone penetration test (CPT) results and engineering characteristics is ambiguous. Moreover, it is important that geotechnical engineers who need to work with these clays have background information on their engineering characteristics. This thesis provides comprehensive information on the engineering characteristics and behaviour of sensitive marine clays in Ottawa. This information will give key information to geotechnical engineers who are working with these clays on their behaviour. For the purpose of this research, fifteen sites in the Ottawa area are taken into consideration. These sites included alternative technical data from cone and standard penetration tests, undisturbed samples, field vanes, and shear wave velocity measurements. Laboratory testing carried out for these sites has resulted in acquiring engineering parameters of the marine clay, such as preconsolidation pressure, overconsolidation ratio, compression and recompression indexes, secondary compression index, coefficient of consolidation, hydraulic conductivity, clay fraction, porewater chemistry, specific gravity, plasticity, moisture content, unit weight, void ratio, and porosity. This thesis also discusses other characteristics of sensitive marine clays in Ottawa, such as their activity, sensitivity, structure, interface shear behaviour, and origin and sedimentation. Furthermore, for the purpose of increasing local experience with the use of cone and ball penetrometers in sensitive marine clays in Ottawa, three types of penetrometer tips are used in the Canadian Geotechnical Research Site No. 1 located in south-west Ottawa: 36 mm cone tip, and 40 mm and 113 mm ball tips. The differences in their response in sensitive marine clays will be discussed. The temperature effects on the penetrometer equipment are also studied. The differences in the effect of temperature on these tips are discussed. Correlations between the penetrometer results and engineering characteristics of Ottawa's clays are verified. The applicability of correlations between the testing results and engineering characteristics of sensitive marine clays in Ottawa is also presented in this thesis. Two correlations from the Canadian Foundation Engineering Manual are examined. One of these correlations is between the N60 values from standard penetration testing and undrained shear strength. The other correlation is between the shear wave velocity measurement and site class. Temperature corrections are suggested and discussed for penetrometer equipment according to laboratory calibrations. The significance of the effects due to radical temperature changes in Canada and Ottawa is discussed. Some of the main findings from this research are as follows. • The Canadian Foundation Engineering Manual presents a correlation between standard penetration tests (SPTs) and the undrained shear strength of soils. This relationship may not be applicable to sensitive marine clays in Ottawa. • Another correlation between the site class, shear wave velocity, and undrained shear strength is presented by this same manual which may not be applicable to sensitive marine clays in Ottawa. • The rotation rate for field vane testing as recommended by ASTM D2573 is slow for sensitive marine clays in Ottawa. • Correction factors applied to undrained shear strength from laboratory vane tests may not result in comparable values with the undrained shear strength obtained by using field vane tests. • Loading schemes in consolidation or oedometer testing may affect the quality of the targeted results. • Temperature corrections should be applied to penetrometer recordings to compensate for the drift in the results of these recordings due to temperature changes. • The secondary compression index to compression index ratio presented in the literature may not be the value obtained from this research.

No description available.

This thesis is an examination of English evocations of translatio studii et imperii during the Hundred Years War. According to the myth of translatio, intellectual and martial superiority were entwined and together moving ever-westwards, from Athens, to Rome, to Paris, and thence - the English claimed - to England. This study contributes to an understanding of how late-fourteenth- and fifteenth-century English aristocrats and clerics understood and legitimized their cultural struggle with France not only as a martial battle but also as an intellectual competition. It also explores how this struggle contributed to the cultural authority of libraries and book collections. The first chapter of this thesis traces the development of the translatio studii et imperii tradition from its ancient origins to its zenith in the reign King Charles V "the Wise" of France. This chapter serves to establish the historiographical implications of the translatio myth as well as the French translatio tradition to which the English responded. The second chapter of this study is devoted to a literary analysis of texts which explicitly evoke the translatio topos and which were composed or copied in England during the Hundred Years War, such as Bishop Richard de Bury's Philobiblon and Ranulf Higden's Polychronicon, as well as Oxford and Cambridge university foundation myths. The third chapter explores the extent to which late-medieval England's book culture resonated with English evocations of translatio. Central to this exploration is the underhanded acquisition of Charles V's monumental French royal library by the English regent of France, John, Duke of Bedford. As is attested in the writings of French court scholars, the monumental French royal library was held to symbolise France's cultural superiority over England during the Hundred Years War. Bedford's manoeuvre can be seen as a bid to transfer Europe's seat of learning, and by extant of power, to England. This thesis concludes with a consideration of the translatio myth's ambivalent implications for contentious master narratives such as the rise of nationalism and of the English language in late-medieval England.