886 resultados para Generative Sense Course


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Background: Mannose binding lectin (MBL) is an innate humoral immune effector and MBL defi ciency has been suggested as a risk factor for the development of certain viral infections. However, there is no data about the possible association between MBL defi ciency and CMV, especially after organ transplantation. Methods: We measured MBL levels in 16 kidney transplant recipients with highrisk CMV serostatus (D+/R-) who received valganciclovir prophylaxis for 3 months (Study 1). In addition, MBL levels were retrospectively assayed in 55 recipients from a previous study of organ transplant recipients managed preemptively (Study 2). In Study 2, protracted CMV infection was associated with recipient CMV seronegativity, increasing age, and high viral load during the initial episode. In both studies, MBL defi ciency was diagnosed if MBL levels were <500 ng/ml. Results: In Study 1, after a follow-up of 12 months, 7 out of 16 patients developed CMV disease, 4 patients developed asymptomatic CMV infection, and 5 patients never developed any sign of CMV replication. Overall, 9/16 patients (56%) had MBL defi ciency: 5/7 (71%) of patients with CMV disease, 4/4 (100%) of patients with asymptomatic CMV infection, and 0/5 (0%) of patients without CMV infection (p=0.005, between CMV infection/disease versus no infection). Median MBL concentrations were higher in patients without CMV infection than in those with CMV infection (p<0.005). In Study 2, among 30 patients with CMV infection, 9/25 (36%) patients without MBL defi ciency had a protracted course, while 4/5 (80%) with MBL defi ciency did so (p=0.07). Conclusion: Data from two separate patient populations suggest that MBL defi ciency may be a signifi cant risk factor for late CMV disease/infection after prophylaxis, and protracted infection after preemptive treatment. This suggests a role for MBL in the control of CMV infection after organ transplantation.

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Theodor W. Adorno construeix la modernitat com la fase final d'un procés d'emancipació que ha conduït justament al contrari del que es pretenia. L'alliberament del mite ha portat a una situació històrica en la qual l'encobriment ideològic del món és total. Això té conseqüències per a un pensament que vol ser crític, ja que haurà de trobar un lloc des d'on es pugui interpretar la història per tal de salvar la veritat d'un possible món diferent. En el moment de màxima ocultació ideològica i de màxim absurd -és conegut que Adorno es refereix al món contemporani com al temps després d'Auschwitz- Adorno intentarà entendre què ha passat amb aquest subjecte que s'ha preocupat excessivament per la seva identitat. Mitjançant l'aplicació del model psicoanalític d'interpretació a textos de Beckett i Kafka reconstruirà la història de l'emancipació fallida del subjecte modern. Amb aquestes interpretacions Adorno se situa no només molt a prop de la pràctica psicoanalítica, sinó també de la tradició hermenèutica clàssica.

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Captan and folpet are two fungicides largely used in agriculture, but biomonitoring data are mostly limited to measurements of captan metabolite concentrations in spot urine samples of workers, which complicate interpretation of results in terms of internal dose estimation, daily variations according to tasks performed, and most plausible routes of exposure. This study aimed at performing repeated biological measurements of exposure to captan and folpet in field workers (i) to better assess internal dose along with main routes-of-entry according to tasks and (ii) to establish most appropriate sampling and analysis strategies. The detailed urinary excretion time courses of specific and non-specific biomarkers of exposure to captan and folpet were established in tree farmers (n = 2) and grape growers (n = 3) over a typical workweek (seven consecutive days), including spraying and harvest activities. The impact of the expression of urinary measurements [excretion rate values adjusted or not for creatinine or cumulative amounts over given time periods (8, 12, and 24 h)] was evaluated. Absorbed doses and main routes-of-entry were then estimated from the 24-h cumulative urinary amounts through the use of a kinetic model. The time courses showed that exposure levels were higher during spraying than harvest activities. Model simulations also suggest a limited absorption in the studied workers and an exposure mostly through the dermal route. It further pointed out the advantage of expressing biomarker values in terms of body weight-adjusted amounts in repeated 24-h urine collections as compared to concentrations or excretion rates in spot samples, without the necessity for creatinine corrections.

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El present article pretén conèixer les tries i els usos lingüístics dels joves de Sabadell. L'estudi se centra en els individus presents a l'escola secundària amb edats compreses entre 14 i 19 anys. En concret es basa a conèixer la importància de l'escola en l'adquisició de la segona llengua d'aquests joves, així com els factors que influencien en la tria i l'ús d'una llengua determinada en els diferents contextos. Donada la diversitat sociocultural actual de Catalunya els individus seleccionats representen les diverses tipologies principals existents segons el seu origen etnicolingüístic (català, castellà i bilingüe), combinat amb la composició del seu entorn bàsic de socialització (xarxes socials), i amb altres aspectes geogràfics, demogràfics i econòmics.

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Background : Numerous studies have shown that immune cells infiltrate the spinal cord after peripheral nerve injury and that they play a major contribution to sensory hypersensitivity in rodents. In particular, the role of monocyte-derived cells and T lymphocytes seems to be prominent in this process. This exciting new perspective in research on neuropathic pain opens many different areas of work, including the understanding of the function of these cells and how they impact on neural function. However, no systematic description of the time course or cell types that characterize this infiltration has been published yet, although this seems to be the rational first step of an overall understanding of the phenomenon. Objective : Describe the time course and cell characteristics of T lymphocyte infiltration in the spinal cord in the Spared Nerve Injury (SNI) model of neuropathic pain in rats. Methods : Collect of lumbar spinal cords of rats at days 2, 7, 21 and 40 after SNI or sham operation (n=4). Immunofluorescence detecting different proteins of T cell subgroups (CD2+CD4+, CD2+CD8+, Th1 markers, Th2 markers, Th17 markers). Quantification of the infiltration rate of the different subgroups. Expected results : First, we expect to see an infiltration of T cells in the spinal cord ipsilateral to nerve injury, higher in SNI rats than in sham animals. Second, we anticipate that different subtypes of T cells penetrate at different time points. Finally, the number of T lymphocytes are expected to decrease at the latest time point, showing a resolution of the process underlying their infiltrating the spinal cord in the first place. Impact : A systematic description of the infiltration of T cells in the spinal cord after peripheral nerve injury is needed to have a better understanding of the role of immune cells in neuropathic pain. The time course that we want to establish will provide the scientific community with new perspectives. First, it will confirm that T cells do indeed infiltrate the spinal cord after SNI in rats. Second, the type of T cells infiltrating at different time points will give clues about their function, in particular their inflammatory or anti-inflammatory profile. From there on, other studies could be lead, investigating the functional side of the specific subtypes put to light by us. Ultimately, this could lead to the discovery of new drugs targeting T cells or their infiltration, in the hope of improving neuropathic pain.

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This metric short course was developed in response to a request from the Office of Bridges and Structures to assist in the training of engineers in the use of metric units of measure which will be required in all highway designs and construction after September 30, 1996 (CFR Presidential Executive Order No. 12770). The course notes which are contained in this report, were developed for a half-day course. The course contains a brief review of metrication in the U.S., metric units, prefixes, symbols, basic conversions, etc. The unique part of the course is that it presents several typical bridge calculations (such as capacity of reinforced concrete compression members, strength of pile caps, etc.) worked two ways: inch-pound units throughout with end conversion to metric and initial hard conversion to metric with metric units throughout. Comparisons of partial results and final results (obtained by working the problems the two ways) are made for each of the example problems.

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A defining characteristic of fractured rocks is their very high level of seismic attenuation, which so far has been assumed to be mainly due to wave-induced fluid flow (WIFF) between the fractures and the pore space of the embedding matrix. Using oscillatory compressibility simulations based on the quasi-static poroelastic equations, we show that another important, and as of yet undocumented, manifestation of WIFF is at play in the presence of fracture connectivity. This additional energy loss is predominantly due to fluid flow within the connected fractures and is sensitive to their lengths, permeabilities, and intersection angles. Correspondingly, it contains key information on the governing hydraulic properties of fractured rock masses and hence should be accounted for whenever realistic seismic models of such media are needed.

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The use of deicing salts in this part of the country is a necessity to remove ice from our bridges. The use of these salts has always been a problem since the chloride-ions penetrate the concrete and reach the steel and cause corrosion which eventually cause deterioration of both the steel and concrete. One method used to try to prevent this from happening was to apply a waterproof membrane to the concrete after it was placed. This method did help, but was not cost effective as the longevity of the membrane system was of relatively short duration. For this reason, this research project was initiated. After the original deck was placed a second layer of concrete about 1 1/2" thick was placed on top. Biennial evaluation of the decks included testing for delaminations and steel corrosion. Cores were also obtained for a chloride analysis. Testing and observations showed the two-layer bridge deck to be effective in preventing corrosion. Since the time this project was initiated, epoxy steel has been introduced and is a cost effective way to protect the steel from corrosion.

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The Standard Specifications for this project included requirements for placing two 500 foot test sections of Type B asphaltic concrete with 1-1/2 per cent asbestos fibres (mix size 3/8 inch, lift thickness 3/4 inch) as part of the regular construction of the surface course. These requirements were designed to provide asbestos modified mixtures for laboratory analysis and road performance evaluation. This report provides the preliminary results and analysis of test data obtained from tests on the mixtures placed on the roadway. Previous research by G. S. Zuelke (1) and J. H. Kestzman et al (2) indicated that asphaltic concrete mixtures modified with asbestos fibres improved stability, decreased permeability, and allowed the use of higher bitumen contents. This study indicated that the addition of asbestos fibres would permit the use of higher bitumen contents, theoretically improving durability, without adverse results. An indication was also obtained to the effect that asbestos mixtures were more difficult to compact in the field.

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The problems of laboratory compaction procedures, the effect of gradation and mineralogy on shearing strength, and effect of stabilizing agents on shearing strength of granular base course mixes are discussed. For the materials tested, a suitable laboratory compaction procedure was developed which involves the use of a vibratory table to prepare triaxial test specimens. A computer program has been developed to facilitate the analysis of the test data of the effect of gradation and mineralogy on shearing strength of soils. The effects of the following materials have been selected for evaluation as stabilizing agents’ portland cement, sodium and calcium chloride, lime organic cationic waterproofer, and asphaltic materials.

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The problems of laboratory compaction procedures, the effect of gradation and mineralogy on shearing strength, and effect of stabilizing agents on shearing strength of granular base course mixes are discussed. For the materials tested, a suitable laboratory compaction procedure was developed which involves the use of a vibratory table to prepare triaxial test specimens. A computer program has been developed to facilitate the analysis of the test data of the effect of gradation and mineralogy on shearing strength of soils. The effects of the following materials have been selected for evaluation as stabilizing agents’ portland cement, sodium and calcium chloride, lime organic cationic waterproofer, and asphaltic materials.

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The problems of laboratory compaction procedures, the effect of gradation and mineralogy on shearing strength, and effect of stabilizing agents on shearing strength of granular base course mixes are discussed. For the materials tested, a suitable laboratory compaction procedure was developed which involves the use of a vibratory table to prepare triaxial test specimens. A computer program has been developed to facilitate the analysis of the test data of the effect of gradation and mineralogy on shearing strength of soils. The effects of the following materials have been selected for evaluation as stabilizing agents’ portland cement, sodium and calcium chloride, lime organic cationic waterproofer, and asphaltic materials.