Hypobaric versus normobaric hypoxia: same effects on postural stability?

AIMS: To test the hypothesis that postural stability would be more affected during acute exposure in hypobaric (HH) than in normobaric (NH) hypoxia.¦METHODS: In separate trials, 12 subjects stood on a posturographic platform for two successive 25.6 sec tests in three conditions: eyes open (EO), eyes closed (EC), and verbal dual task (DT). Ambient pressure in O(2) was matched between HH and NH at 1700 and 3000 m, respectively.¦RESULTS: Compared to NH, the length of Centre of Pression trajectory in Y-axis was increased (p<0.05) in HH for EO at 1700 m, EC at 1700 and 3000 m, and for DT at 1700 m, whereas the variance of speed of CoP was decreased (p<0.05) in EO, EC, and DT at 1700 m. Compared to normobaric normoxia (NN; 400 m), the surface of CoP trajectory was increased (p<0.05) in HH in EO and EC at 3000 m.¦CONCLUSIONS: HH deteriorated postural stability in the antero-posterior plane, for the variance of speed and the surface of CoP in 3 conditions, whereas no difference was observed between NH and NN. These results suggest that hypobaria instead of hypoxia per se plays an important role to the altered balance classically reported in altitude.

Clinal variation in a brown lemur (Eulemur spp.) hybrid zone: Combining morphological, genetic and climatic data to examine stability.

Studies of hybrid zones can inform our understanding of reproductive isolation and speciation. Two species of brown lemur (Eulemur rufifrons and E. cinereiceps) form an apparently stable hybrid zone in the Andringitra region of south-eastern Madagascar. The aim of this study was to identify factors that contribute to this stability. We sampled animals at 11 sites along a 90-km transect through the hybrid zone and examined variation in 26 microsatellites, the D-loop region of mitochondrial DNA, six pelage and nine morphological traits; we also included samples collected in more distant allopatric sites. Clines in these traits were noncoincident, and there was no increase in either inbreeding coefficients or linkage disequilibrium at the centre of the zone. These results could suggest that the hybrid zone is maintained by weak selection against hybrids, conforming to either the tension zone or geographical selection-gradient model. However, a closer examination of clines in pelage and microsatellites indicates that these clines are not sigmoid or stepped in shape but instead plateau at their centre. Sites within the hybrid zone also occur in a distinct habitat, characterized by greater seasonality in precipitation and lower seasonality in temperature. Together, these findings suggest that the hybrid zone may follow the bounded superiority model, with exogenous selection favouring hybrids within the transitional zone. These findings are noteworthy, as examples supporting the bounded superiority model are rare and may indicate a process of ecologically driven speciation without geographical isolation.

The evolutionary conserved BER1 gene is involved in microtubule stability in yeast

In yeast, microtubules are dynamic filaments necessary for spindle and nucleus positioning, as well as for proper chromosome segregation. We identify a function for the yeast gene BER1 (Benomyl REsistant 1) in microtubule stability. BER1 belongs to an evolutionary conserved gene family whose founding member Sensitivity to Red light Reduced is involved in red-light perception and circadian rhythms in Arabidopsis. Here, we present data showing that the ber1Delta mutant is affected in microtubule stability, particularly in presence of microtubule-depolymerising drugs. The pattern of synthetic lethal interactions obtained with the ber1Delta mutant suggests that Ber1 may function in N-terminal protein acetylation. Our work thus suggests that microtubule stability might be regulated through this post-translational modification on yet-to-be determined proteins

Stability and robustness of blood variables in an antidoping context.

Introduction:  With the setting up of the newly Athlete's Biological Passport antidoping programme, novel guidelines have been introduced to guarantee results beyond reproach. We investigated in this context, the effect of storage time on the variables commonly measured for the haematological passport. We also wanted to assess for these variables, the within and between analyzer variations. Methods:  Blood samples were obtained from top level male professional cyclists (27 samples for the first part of the study and 102 for the second part) taking part to major stage races. After collection, they were transported under refrigerated conditions (2 °C < T < 12 °C), delivered to the antidoping laboratory, analysed and then stored at approximately 4 °C to conduct analysis at different time points up to 72 h after delivery. A mixed-model procedure was used to determine the stability of the different variables. Results:  As expected haemoglobin concentration was not affected by storage and showed stability for at least 72 h. Under the conditions of our investigation, the reticulocytes percentage showed a much better stability than previous published data (> 48 h) and the technical comparison of the haematology analyzer demonstrated excellent results. Conclusion:  In conclusion, our data clearly demonstrate that as long as the World Anti-Doping Agency's guidelines are followed rigorously, all blood results reach the quality level required in the antidoping context.

Metadados para a descrição de recursos de informação eletrônica: utilização do padrão Dublin Core

Este artigo aborda a necessidade de adoção de padrões de descrição de recursos de informação eletrônica, particularmente, no âmbito da Embrapa Informática Agropecuária. O Rural Mídia foi desenvolvido utilizando o modelo Dublin Core (DC) para descrição de seu acervo, acrescido de pequenas adaptações introduzidas diante da necessidade de adequar-se a especificidades meramente institucionais. Este modelo de metadados baseado no Dublin Core, adaptado para o Banco de Imagem, possui características que endossam a sua adoção, como a simplicidade na descrição dos recursos, entendimento semântico universal (dos elementos), escopo internacional e extensibilidade (o que permite sua adaptação às necessidades adicionais de descrição).

An interaction network of the mammalian COP9 signalosome identifies Dda1 as a core subunit of multiple Cul4-based E3 ligases.

The COP9 signalosome (CSN) is an evolutionarily conserved macromolecular complex that interacts with cullin-RING E3 ligases (CRLs) and regulates their activity by hydrolyzing cullin-Nedd8 conjugates. The CSN sequesters inactive CRL4(Ddb2), which rapidly dissociates from the CSN upon DNA damage. Here we systematically define the protein interaction network of the mammalian CSN through mass spectrometric interrogation of the CSN subunits Csn1, Csn3, Csn4, Csn5, Csn6 and Csn7a. Notably, we identified a subset of CRL complexes that stably interact with the CSN and thus might similarly be activated by dissociation from the CSN in response to specific cues. In addition, we detected several new proteins in the CRL-CSN interactome, including Dda1, which we characterized as a chromatin-associated core subunit of multiple CRL4 proteins. Cells depleted of Dda1 spontaneously accumulated double-stranded DNA breaks in a similar way to Cul4A-, Cul4B- or Wdr23-depleted cells, indicating that Dda1 interacts physically and functionally with CRL4 complexes. This analysis identifies new components of the CRL family of E3 ligases and elaborates new connections between the CRL and CSN complexes.

Regulation of P-selectin glycoprotein ligand 1 (PSGL-1) interactions with selectins : role of the decameric repeats and of the cytoplasmic domain

SUMMARY BACKGROUND: P-selectin glycoprotein ligand 1 (PSGL-1) is a major selectin ligand, mediating leukocyte rolling along inflamed vascular wall. It is a mucin-like homodimer composed of a N-terminal domain which binds selectins, followed by 14-16 decameric repeats (DR), a transmembrane domain and a cytoplasmic tail, which may be involved in regulating leukocyte rolling and in generating intracellular signals, through its binding to moesin and Syk. P- and L-selectin binding is dependent on core-2 O-glycosylation and tyrosine sulfation of PSGL-1 N-terminus. However, a minor part of E-selectin-mediated rolling is dependent on N-terminal O-glycans; additional binding sites may thus be involved. In this project, we studied whether (1) PSGL-1 DR and (2) PSGL-1 cytoplasmic residues which bind moesin, were also involved in the regulation of selectin-dependent rolling. METHODS: Several mutated cDNAs were obtained: (1) PSGL-1 DR were either deleted, or substituted by platelet GPlba macroglycopeptide, (2) Ser-336, -348, Lys-337 and Arg-338 were mutated to alanine; moreover, truncation mutants retaining only 6 or 2 cytoplasmic residues were also generated. Transfected CHO expressing mutant PSGL-1 were tested for their ability to bind soluble selectin chimeras and to support selectin-dependent rolling under flow conditions. RESULTS: (1) Deletion of the DR had a dramatic effect on P- and L-selectin-dependent cell recruitment and rolling stability, which could only partially be compensated for, by GPlba substitution. In addition, we observed that DR create a binding site for E-selectin and thus support PSGL-1-dependent rolling. (2) Flow assays revealed that the moesin-binding site, in particular Ser-336, plays a crucial role in regulating the recruitment, velocity and rolling stability of PSGL-1-expressing cells on P- and L-selectin. CONCLUSIONS: Data presented here highlight the structure -function relationship of PSGL-1 DR. Moreover, they reveal a crucial role for the moesin-binding residues in regulating P-and L-selectin-dependent rolling. RÉSUMÉ CONTEXTE: PSGL-1 (P-selectin glycoprotein ligand 1) est un ligand majeur des sélectines permettant le roulement des leucocytes le long de la paroi vasculaire enflammée. C'est un homodimère de type mucine, composé d'un domaine N-terminal liant les sélectines, suivi de 14-16 répétitions décamèriques (RD), d'un domaine transmembranaire et d'une queue cytoplasmique qui pourrait être impliquée dans la régulation du roulement leucocytaire et la génération de signaux intracellulaires, via sa liaison à la moésine et à Syk. La liaison à la Pet à la L-sélectine dépend de la présentation par le N-terminus de PSGL-1 de O-glycans sur des structures core-2 et de tyrosines sulfatées. Cependant, une fraction mineure du roulement médié par la E-sélectine dépend des O-glycans N-terminaux; des sites de liaisons supplémentaires pourraient donc être impliqués. Dans ce projet, nous avons étudié si (1) les RD de PSGL-1 ainsi que (2) les résidus cytoplasmiques liant la moésine, étaient impliqués dans la régulation du roulement dépendant des sélectines. MÉTHODES: Plusieurs ADN codant des formes mutées de PSGL-1 ont été obtenus: (1) Les RD de PSGL-1 ont été soit ôtées, soit remplacées par le macroglycopeptide de la GPlba plaquettaire, (2) les Ser-336, -348, la Lys-337 et l'Arg-338 ont été mutées en alanine; par ailleurs, des mutants tronqués ne retenant plus que 6 ou 2 résidus cytoplasmiques ont également été générés. Des CHO transfectées exprimant PSGL-1 muté ont été testées pour leur capacité à lier des sélectines chimériques solubles et à soutenir un roulement dépendant des sélectines dans des conditions de flux. RÉSULTATS: (1) La perte des RD a eu un effet dramatique sur le recrutement cellulaire et la stabilité de roulement dépendant des P- et L-sélectine, qui n'a pu être que partiellement compensé par la substitution par la GPlba. De plus, nous avons observé que les RD forment un site de liaison pour la E-sélectine et soutiennent ainsi le roulement dépendant de PSGL-1. (2) Les tests de flux ont révélé que le site de liaison à la moésine, notamment la Ser-336, joue un rôle crucial dans la régulation du recrutement, de la vitesse et de la stabilité du roulement des cellules exprimant PSGL-1 sur les P- et L-sélectine. CONCLUSIONS; Les données présentées ici ont permis d'éclaircir la relation structure -fonction des RD de PSGL-1. Par ailleurs, elles révèlent un rôle crucial pour les résidus liant la moésine dans le roulement dépendant des P- et L-sélectine. RÉSUMÉ DESTINÉ À UN LARGE PUBLIC Pour accomplir ses fonctions, le sang circule sur un réseau de 96'000 kilomètres; ainsi, il approvisionne les cellules de l'organisme en énergie, il transporte diverses substances, il assure la défense contre les pathogènes et il participe à la régulation de la température corporelle. Le sang contient plusieurs types de cellules: la grande majorité sont les globules rouges, auxquels il faut ajouter les plaquettes (dont le rôle est de colmater les lésions vasculaires) et les globules blancs (leucocytes) qui, bien que présents en très faible quantité (moins de 0.01 %), jouent un rôle crucial en cas d'infection ou d'inflammation. Une attaque par un pathogène provoque plusieurs changements (rougeur, chaleur, gonflement, douleur), qui sont des manifestations de l'inflammation. Pour atteindre l'agent infectieux, des globules blancs spécialisés (les granulocytes) doivent quitter la circulation sanguine. Afin de faciliter leur capture, les vaisseaux sanguins vont exprimer des protéines telles que les sélectines, qui sont reconnues par une protéine leucocytaire appelée PSGL-1 (P-selectin glycoprotein ligand 7). L'interaction des sélectines avec PSGL-1 soutient le roulement du globule blanc le long de la paroi vasculaire, à une vitesse très inférieure à celle du flux sanguin. Ce roulement conduit à l'activation du globule blanc par des molécules de l'inflammation, permettant son adhésion ferme, puis son arrêt. Finalement, le granulocyte va migrer à travers la paroi du vaisseau pour atteindre et éliminer les causes de l'inflammation. L'adhésion est un processus intéressant à caractériser, car outre l'inflammation, il est également impliqué dans l'artériosclérose, l'infarctus, la métastatisation et la thrombose. Dans ce travail, nous nous sommes intéressés à définir les rôles des différents domaines de PSGL-1 dans la régulation de son interaction avec les sélectines. En effet, en plus de son extrémité extracellulaire de haute affinité pour les sélectines, PSGL-1 est composé de plusieurs séquences répétées hautement glycosylées et d'une courte région intracellulaire, dont les fonctions n'avaient pas été étudiées auparavant. En créant des formes mutées de PSGL-1, nous avons pu montrer qu'un roulement efficace des leucocytes nécessite la présence des régions répétitives et du domaine intracellulaire au complet.

Field Demonstration and Laboratory Evaluation of Foamed Asphalts - Muscatine County, HR-233, 1985

In view of the energy, environmental, and economic advantages of the foamed asphalt process using local aggregates in cold mixes and the promising results from Research Project HR-212, a 4.2-mile section of county road in Muscatine County was built with foamed asphalt and local aggregates during August-September 1983. Extensive laboratory evaluation was carried out on five plant mixes representing foamed mixes used in the nine test sections, a laboratory prepared foamed mix, and a laboratory prepared hot mix similar to Plant Mix 1. The foamed mixes were compacted, cured under 15 curing conditions and tested for bulk specific gravity, Marshall stability at 77° F and at 140° F, cured moisture content, resilient modulus and effects of moisture damage due to freeze-thaw cycles, water soaking, and vacuum saturation. In addition, four sets of 83 core samples were taken at 1 to 15 months and tested for moisture content, specific gravity, Marshall stability, and resilient modulus. In summary, the test road has performed satisfactorily for almost two years. The few early construction problems encountered were to be expected for experimental projects dealing with new materials and technologies. Overall results to date are encouraging and foamed asphalt mixes have proved to have the potential as a viable base material in areas where marginal aggregates are available. It is hoped and expected that performance evaluation of the test sections will be continued and that more foamed asphalt trial projects will be constructed and monitored so that experiences and findings from this project can be verified and mix design criteria can be gradually established. For future foamed asphalt projects it is recommended that anti-stripping additives, such as hydrated lime, be added in view of the potential moisture susceptibility of foamed mixes observed in the laboratory evaluation.

Innovative Solutions for Slope Stability Reinforcement and Characterization: Vol. I, TR-489, 2005

Soil slope instability concerning highway infrastructure is an ongoing problem in Iowa, as slope failures endanger public safety and continue to result in costly repair work. Characterization of slope failures is complicated, because the factors affecting slope stability can be difficult to discern and measure, particularly soil shear strength parameters. While in the past extensive research has been conducted on slope stability investigations and analysis, this research consists of field investigations addressing both the characterization and reinforcement of such slope failures. The current research focuses on applying an infrequently-used testing technique comprised of the Borehole Shear Test (BST). This in-situ test rapidly provides effective (i.e., drained) shear strength parameter values of soil. Using the BST device, fifteen Iowa slopes (fourteen failures and one proposed slope) were investigated and documented. Particular attention was paid to highly weathered shale and glacial till soil deposits, which have both been associated with slope failures in the southern Iowa drift region. Conventional laboratory tests including direct shear tests, triaxial compression tests, and ring shear tests were also performed on undisturbed and reconstituted soil samples to supplement BST results. The shear strength measurements were incorporated into complete evaluations of slope stability using both limit equilibrium and probabilistic analyses. The research methods and findings of these investigations are summarized in Volume 1 of this report. Research details of the independent characterization and reinforcement investigations are provided in Volumes 2 and 3, respectively. Combined, the field investigations offer guidance on identifying the factors that affect slope stability at a particular location and also on designing slope reinforcement using pile elements for cases where remedial measures are necessary. The research findings are expected to benefit civil and geotechnical engineers of government transportation agencies, consultants, and contractors dealing with slope stability, slope remediation, and geotechnical testing in Iowa.

Innovative Solutions for Slope Stability Reinforcement and Characterization: Vol. II, TR-489, 2005

Soil slope instability concerning highway infrastructure is an ongoing problem in Iowa, as slope failures endanger public safety and continue to result in costly repair work. While in the past extensive research has been conducted on slope stability investigations and analysis, this current research study consists of field investigations addressing both the characterization and reinforcement of such slope failures. While Volume I summarizes the research methods and findings of this study, Volume II provides procedural details for incorporating an infrequently-used testing technique, borehole shear tests, into practice. Fifteen slopes along Iowa highways were investigated, including thirteen slides (failed slopes), one unfailed slope, and one proposed embankment slope (the Sugar Creek Project). The slopes are mainly comprised of either clay shale or glacial till, and are generally gentle and of small scale, with slope angle ranging from 11 deg to 23 deg and height ranging from 6 to 23 m. Extensive field investigations and laboratory tests were performed for each slope. Field investigations included survey of slope geometry, borehole drilling, soil sampling, in-situ Borehole Shear Testing (BST) and ground water table measurement. Laboratory investigations mainly comprised of ring shear tests, soil basic property tests (grain size analysis and Atterberg limits test), mineralogy analyses, soil classifications, and natural water contents and density measurements on the representative soil samples from each slope. Extensive direct shear tests and a few triaxial compression tests and unconfined compression tests were also performed on undisturbed soil samples for the Sugar Creek Project. Based on the results of field and lab investigations, slope stability analysis was performed on each of the slopes to determine the possible factors resulting in the slope failures or to evaluate the potential slope instabilities using limit equilibrium methods. Deterministic slope analyses were performed for all the slopes. Probabilistic slope analysis and sensitivity study were also performed for the slope of the Sugar Creek Project. Results indicate that while the in-situ test rapidly provides effective shear strength parameters of soils, some training may be required for effective and appropriate use of the BST. Also, it is primarily intended to test cohesive soils and can produce erroneous results in gravelly soils. Additionally, the quality of boreholes affects test results, and disturbance to borehole walls should be minimized before test performance. A final limitation of widespread borehole shear testing may be its limited availability, as only about four to six test devices are currently being used in Iowa. Based on the data gathered in the field testing, reinforcement investigations are continued in Volume III.

Innovative Solutions for Slope Stability Reinforcement and Characterization: Vol. III, TR-489, 2005

Soil slope instability concerning highway infrastructure is an ongoing problem in Iowa, as slope failures endanger public safety and continue to result in costly repair work. Volume I of this current study summarizes research methods and findings, while Volume II provides procedural details for incorporating into practice an infrequently-used testing technique–borehole shear tests. Volume III of this study of field investigation of fifteen slopes in Iowa demonstrates through further experimental testing how lateral forces develop along stabilizing piles to resist slope movements. Results establish the feasibility of an alternative stabilization approach utilizing small-diameter pile elements. Also, a step-by-step procedure that can be used by both state and county transportation agencies to design slope reinforcement using slender piles is documented. Initial evidence of the efficiency and cost-effectiveness of stabilizing nuisance slope failures with grouted micropiles is presented. Employment of the remediation alternative is deemed more appropriate for stabilizing shallow slope failures. Overall, work accomplished in this research study included completing a comprehensive literature review on the state of the knowledge of slope stability and slope stabilization, the preparation and performance of fourteen full-scale pile load tests, the analysis of load test results, and the documentation of a design methodology for implementing the technology into current practices of slope stabilization. Recommendations for further research include monitoring pilot studies of slope reinforcement with grouted micropiles, supplementary experimental studies, and advanced numerical studies.