207 resultados para Bergamo
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2010
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Many parts of the UK’s rail network were constructed in the mid-19th century long before the advent of modern construction standards. Historic levels of low investment, poor maintenance strategies and the deleterious effects of climate change have resulted in critical elements of the rail network being at significant risk of failure. The majority of failures which have occurred over recent years have been triggered by extreme weather events. Advance assessment and remediation of earthworks is, however, significantly less costly than dealing with failures reactively. It is therefore crucial that appropriate approaches for assessment of the stability of earthworks are developed, so that repair work can be better targeted and failures avoided wherever possible. This extended abstract briefly discusses some preliminary results from an ongoing geophysical research project being carried out in order to study the impact of climate or seasonal weather variations on the stability of a century old railway embankment on the Gloucestershire Warwickshire steam railway line in Southern England.
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Landslides and debris flows, commonly triggered by rainfall, pose a geotechnical risk causing disruption to transport routes and incur significant financial expenditure. With infrastructure maintenance budgets becoming ever more constrained, this paper provides an overview of some of the developing methods being implemented by Queen’s University, Belfast in collaboration with the Department for Regional Development to monitor the stability of two distinctly different infrastructure slopes in Northern Ireland. In addition to the traditional, intrusive ground investigative and laboratory testing methods, aerial LiDAR, terrestrial LiDAR, geophysical techniques and differential Global Positioning Systems have been used to monitor slope stability. Finally, a comparison between terrestrial LiDAR, pore water pressure and soil moisture deficit (SMD) is presented to outline the processes for a more informed management regime and to highlight the season relationship between landslide activity and the aforementioned parameters.
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Stiffness values in geotechnical structures can range over many orders of magnitude for relatively small operational strains. The typical strain levels where soil stiffness changes most dramatically is in the range 0.01-0.1%, however soils do not exhibit linear stress-strain behaviour at small strains. Knowledge of the in situ stiffness at small strain is important in geotechnical numerical modelling and design. The stress-strain regime of cut slopes is complex, as we have different principle stress directions at different positions along the potential failure plane. For example, loading may be primarily in extension near the toe of the slope, while compressive loading is predominant at the crest of a slope. Cuttings in heavily overconsolidated clays are known to be susceptible to progressive failure and subsequent strain softening, in which progressive yielding propagates from the toe towards the crest of the slope over time. In order to gain a better understanding of the rate of softening it would be advantageous to measure changes in small strain stiffness in the field.
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The UK’s transportation network is supported by critical geotechnical assets (cuttings/embankments/dams) that require sustainable, cost-effective management, while maintaining an appropriate service level to meet social, economic, and environmental needs. Recent effects of extreme weather on these geotechnical assets have highlighted their vulnerability to climate variations. We have assessed the potential of surface wave data to portray the climate-related variations in mechanical properties of a clay-filled railway embankment. Seismic data were acquired bimonthly from July 2013 to November 2014 along the crest of a heritage railway embankment in southwest England. For each acquisition, the collected data were first processed to obtain a set of Rayleigh-wave dispersion and attenuation curves, referenced to the same spatial locations. These data were then analyzed to identify a coherent trend in their spatial and temporal variability. The relevance of the observed temporal variations was also verified with respect to the experimental data uncertainties. Finally, the surface wave dispersion data sets were inverted to reconstruct a time-lapse model of S-wave velocity for the embankment structure, using a least-squares laterally constrained inversion scheme. A key point of the inversion process was constituted by the estimation of a suitable initial model and the selection of adequate levels of spatial regularization. The initial model and the strength of spatial smoothing were then kept constant throughout the processing of all available data sets to ensure homogeneity of the procedure and comparability among the obtained VS sections. A continuous and coherent temporal pattern of surface wave data, and consequently of the reconstructed VS models, was identified. This pattern is related to the seasonal distribution of precipitation and soil water content measured on site.
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A significant portion of the UK’s transportation system relies on a network of geotechnical earthworks (cuttings and embankments) that were constructed more than 100 years ago, whose stability is affected by the change in precipitation patterns experienced over the past few decades. The vulnerability of these structures requires a reliable, cost- and time-effective monitoring of their geomechanical condition. We have assessed the potential application of P-wave refraction for tracking the seasonal variations of seismic properties within an aged clay-filled railway embankment, located in southwest England. Seismic data were acquired repeatedly along the crest of the earthwork at regular time intervals, for a total period of 16 months. P-wave first-break times were picked from all available recorded traces, to obtain a set of hodocrones referenced to the same spatial locations, for various dates along the surveyed period of time. Traveltimes extracted from each acquisition were then compared to track the pattern of their temporal variability. The relevance of such variations over time was compared with the data experimental uncertainty. The multiple set of hodocrones was subsequently inverted using a tomographic approach, to retrieve a time-lapse model of VPVP for the embankment structure. To directly compare the reconstructed VPVP sections, identical initial models and spatial regularization were used for the inversion of all available data sets. A consistent temporal trend for P-wave traveltimes, and consequently for the reconstructed VPVP models, was identified. This pattern could be related to the seasonal distribution of precipitation and soil-water content measured on site.
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A significant portion of UK’s infrastructures earthworks was built more than 100 years ago, without modern construction standards: poor maintenance and the change of precipitations pattern experienced in the past decades are currently compromising their stability, leading to an increasing number of failures. To address the need for a reliable and time-efficient monitoring of earthworks at risk of failure we propose here the use of two established seismic techniques for the characterization of the near surface, MASW and P-wave refraction. We have regularly collected MASW and P-wave refraction data, from March 2014 to February 2015, along 4 reduced-scale seismic lines located on the flanks of a heritage railway embankment located in Broadway, SW of England. We have observed a definite temporal variability in terms of phase velocities of SW dispersion curves and of P-wave travel times. The accurate choice of ad-hoc inversion strategies has allowed to reconstruct reliable VP and VS models through which it is potentially possible to track the temporal variations of geo-mechanical properties of the embankment slopes. The variability over time of seismic data and seismic velocities seems to correlate well with rainfall data recorded in the days immediately preceding the date of acquisition.
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Le numéro 1 (printemps 2015) contient : partie 1 : Les idéologies linguistiques dans la tradition de la presse périodique. Partie 2 : Enjeux sociaux et politiques des questions de langue et de norme
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Concert program for The Contemporary Group, May 28, 1969
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A toxoplasmose, causada pelo Toxoplasma gondii é uma protozoose que acomete o homem e uma grande variedade de animais de sangue quente e aves. No Brasil, a prevalência pode variar de 20% a 90% dependendo da área estudada, clima, condição socioeconômica e cultural. A infecção se dá através da ingestão de oocistos, que podem ser encontrados no solo, água e alimentos ou através da manipulação e ingestão de carne crua ou mal cozida, além da infecção congênita, apresentando importância em saúde pública. Este trabalho objetivou estudar a ocorrência da infecção por Toxoplasma gondii em animais silvestres, bovinos, suínos, ovinos e comunidade rural da região de Nhecolândia, no Pantanal do Mato Grosso do Sul, utilizando métodos sorológicos (Hemaglutinação Indireta - HAI, Reação de Imunofluorescência Indireta - RIFI, Técnica de aglutinação modificada - MAT) e moleculares (Reação em cadeia pela polimerase \2013 PCR, PCR-RFLP). Foram feitas coletas de amostras de sangue de 73 indivíduos da comunidade rural, de 25 cães, 442 bovinos e 148 porco-monteiros. Observou-se que 47,95% (35/73) das pessoas eram sororreagentes. Destas, apenas um indivíduo sororreagente (2,9%) apresentou lesão ocular presumível da infecção pelo parasito. Nos animais, observou-se a ocorrência de anticorpos anti- T. gondii em 48% dos cães, 30,55% dos bovinos e 1,3% nos porco-monteiros. Relatos de várias partes do mundo têm demonstrado a importância do ciclo silvestre na epidemiologia da infecção por Toxoplasma gondii. No entanto, apesar do papel conhecido de alguns felinos selvagens como hospedeiros definitivos para manutenção e transmissão do parasita para outros predadores carnívoros, pouco se sabe sobre a incidência de Toxoplasma gondii nestes animais Os carnívoros foram capturados em armadilhas contendo iscas e após a contenção química as amostras biológicas (sangue de todos os animais e fezes dos felídeos) foram coletadas e armazenadas para análise posterior. No presente estudo, três espécies de carnívoros foram avaliadas: quati (Nasua nasua), lobinho ou cachorro do mato (Cerdocyon thous) e jaguatirica (Leopardus pardalis). Quarenta e dois roedores (Tricomys) também avaliados tiveram análises de PCR realizada em 42 tecidos (cérebro, pulmão e músculo). Através dos exames sorológicos (Hemaglutinação Indireta, Reação de Imunofluorescência Indireta, Técnica de aglutinação modificada) observou-se a ocorrência da infecção por Toxoplasma gondii em 29,16% (7/24) dos quatis, 47,82% (11/23) em lobinhos e 100% (2/2) nas jaguatiricas. No PCR observou-se positividade em 41,66% (10/24) dos quatis, 47,82 % (11/23) dos lobinhos e em 100% (2/2) das jaguatiricas. Em roedores, observou-se 23,80 % (10/42) de positivos pela PCR. Realizamos a caracterização molecular de amostras sanguíneas dos animais silvestres positivos pela PCR, onde utilizamos 12 marcadores genotípicos (SAG1, SAG2 (5\2019-SAG2 e 3\2019-SAG2), SAG3, GRA6, BTUB, c22-8, c29-2, L358, PK1, novo SAG2, Apico, CS3), onde observou-se a presença de um novo genótipo do parasito, circulando na região de forma homogênea entre as espécies
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Nosso trabalho pretendeu servir apenas como um subsídio, ou um ponto de partida, para estudos mais amplos e mais completos. O assunto é muito vasto e pode ser abordado por vários ângulos e muitos matizes. Acreditamos que numa década de tempos turbulentos, os instrumentos de controle dos colapsos devem ser mais eficazes para a defesa do interesse público. Apresentação das Legislações Brasileiras, Inglesa e Americana. Resumo teórico da Literatura Financeira sobre colapsos financeiros. Amostra de concordatas com passivo acima de Cr$ 100 milhões no período 1973/79. Estudo de casos: Siam Util, Construtora Adolpho Lindenberg e Bergamo Companhia Industrial. O objetivo desta monografia é propor um amplo debate ao nível acadêmico (Faculdades de Direito, Administração de Empresas, Ciências Contabeis e Econômicas), empresarial, e político para a promulgação duma NOVA LEI DE REORGANIZAÇÃO PARA A EMPRESA PRIVADA.
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The effects of nicosulfuron on morphological, yield and growth characteristics and the histological modifications in the leaf blade were evaluated for eight corn cultivars: landrace popcorn, ESALQ-popcorn, Piranao, DSCC-Architecture, ESALQ VF7, ESALQ VD8, JAB 01F and JAB 02D. The experimental de sign was a randomized complete block with three replications in a factorial arrangement. Plots were four rows wide and 6.00m long with 0.90m spacing between rows and 0.20m between plants. Nicosulfuron was applied at the dose of 160 g a.i.ha(-1), when the plants was 25 cm high and has 5-6 expanded leaves. Nicosulfuron significantly reduced plant height at silking and the Final plant stand. There was also a significant reduction for plant height at 47 clays after sowing, for number of leaves, ear position. ear height, grain yield, ear weight and total number of ears due to nicosulfuron. The cultivars JAB 01 and JAB 02 were the least affected by the herbicide with similar yields to those of the control group, showing good tolerance to nicosulfuron. The leaves injury symptoms for all the studied cultivars consisted of chlorosis and puckering of the blades from the expanding central leaves of the plant at 7 days after application. Anatomical alterations in the epidermis due to the herbicide consisted of an increase in number and size of the bulliform cells and in the suppression of the epidermal cells in the epidermis and in the nearby of the vascular bundles. Some parenchymatic cells became voluminous and devoid of chloroplasts. SEM examination revealed a loss of bilateral symmetry of the stomata and disappearance of the subsidiary cells from the stomata near the midrib at the adaxial surface.