Conditional manipulation of sex ratios by ant workers: A test of kin selection theory

Variable queen mating frequencies provide a unique opportunity to study the resolution of worker-queen conflict over sex ratio in social Hymenoptera, because the conflict is maximal in colonies headed by a singly mated queen and is weak or nonexistent in colonies headed by a multiply mated queen. In the wood ant Formica exsecta, workers in colonies with a singly mated queen, but not those in colonies with a multiply mated queen, altered the sex ratio of queen-laid eggs by eliminating males to preferentially raise queens. By this conditional response to queen mating frequency, workers enhance their inclusive fitness.

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.

Looking for factors involved in the light-dependent degradation of phytochrome A

SUMMARY : Phytochromes constitute a family of red/far-red photoreceptors regulating all the major transitions during the life cycle of plants. In Arabidopsis, five members: phyA,_ B, C, D and E, were identified. Phytochromes are synthesized in their inactive red-light absorbing form called Pr. Upon light absorbance they convert to the far-red light absorbing Pfr form. The Pfr form is the active conformer which converts back to the Pr form either rapidly upon far-red perception or in a slower process called dark reversion. ph~A represents an exception, in that it does not significantly dark-revert and two specific processes have been developed by the plants to decrease the amount of biologically active phyA. The first one is alight-dependent repression of the PHYA gene expression and the second one is alight-dependent degradation of the phyA protein. The latter is the most efficient process to rapidly decrease the level of active phyA. The ability of plants to regulate the amount of active phyA is critical in a far-red rich environment, a situation observed under a canopy. In these conditions, phyA is essential to induce the germination and the deetiolation of the young seedling. Later in the development the ability of phyA to repress growth counteracts the shade avoidance response. Therefore decreasing the amount of phyA allows stem growth and to compete with neighbours for the light. In this thesis, I investigate the light-dependent degradation of phyA. I developed a reverse genetic approach based on the systematic analysis of the light-dependent accumulation of phyA in the different cullin mutant cull, cul3a; cul3b and cul4. This analysis allowed me to show that CUL1 and CUL3A-based E3 ligase complexes are involved in the regulation of phyA degradation. Surprisingly, our results also demonstrate that cu14 is not affected in the degradation of phyA whereas constitutive Photomorphogenic 1 (COP1) a subunit of one CUL4based E3 complex was reported to be involved. Further investigations showed that the phenotype of cop1 is conditional, the mutant being defective in phyA degradation only in the presence of metabolisable sugars. I also showed that phyA is degraded by a proteasome-dependent mechanism both in the cytoplasm and in the nucleus using mutants and transgenic lines affected in the localization of phyA. Interestingly, I observed that phyA degradation was faster in the nucleus than in the cytosol and that rapid degradation of Pr also occurred in the nucleus suggesting that cytosolic accumulation of phyA in the dark is a way to regulate its proteolysis. Finally, we identify a short region similar to a PEST sequence required for phyA stability and we developed a unbiased genetic screen to identify new components involved in the regulation of the light-dependent degradation of phyA. The significance of these results are discussed. RESUME : Les phytochromes (phy) constituent une famille de photorécepteurs absorbant la lumière rouge et rouge lointaine et régulant toutes les étapes de transitions majeures dans la vie des plantes. Chez Arabidopsis, cinq membres : phyA, B, C, D et E ont été identifiés. Les phytochromes sont synthétisés sous une forme inactive appelée Pr absorbant la lumière rouge. Après perception de lumière ils passent sous une forme active Pfr absorbant dans le rouge lointain. La forme Pfr peut retourner sous la forme Pr après absorption de lumiëre rouge lointaine ou dans un processus lent appelé «réversion à l'obscurité ». phyA représente une exception à cette règle car il ne retoune pas significativement sous sa forme inactive dans le noir. Deux processus spécifiques ont donc été développés pour diminuer le taux de phyA actif. Le premier consiste en la répression du gène PHYA en condition de lumière et le second en une dégradation induite par la lumière de la protéine phyA. Ce dernier processus est le plus efficace pour diminuer rapidement le niveau de phyA. La capacité des plantes à réguler le taux de phyA actifs est critique dans un environnement riche en lumière rouge lointaine, une situation observée sous une canopée. Sous une canopée, phyA est essentiel pour induire la germination et la dé-étiolation de la jeune pousse. Plus tard dans le développement la capacité de phyA de réprimer la croissance freine la «réponse à l'évitement de l'ombre ». Par conséquent diminuer le taux de phyA permet la croissance de la tige et donc de rentrer en compétition pour la lumière avec les plantes avoisinantes. Dans cette thèse, j'ai étudié la dégradation de phyA. J'ai développé une approche génétique inverse basée sur l'analyse systématique de l'accumulation de phyA en condition de lumière dans les différents mutants cullin, cul1, cul3a, cul3b et cul4. Ces analyses nous ont permis d'identifier qu'un complexe E3 ligase CUL1 et un complexe E3 ligase CUL3A sont impliqués dans la régulation de la dégradation de phyA. Mes résultats démontrent aussi que le mutant cul4 n'est pas affecté dans la dégradation de phyA alors que Çonstitutive Photomorphogenic 1 (COPI) une sous unité d'un complexe CUL4 à été identifier dans la régulation de cette dégradation. Des analyses supplémentaires suggèrent que l'effet de la mutation cop1 est dépendante dë la présence de sucres métabolisables. J'ai aussi montré que phyA est dégradé dans le noyau et dans le cytoplasme par un mécanisme dépendant du protéasome et que la dégradation dans le.noyau est non seulement aspécifique de la forme Pr ou Pfr mais aussi est plus rapide que dans le cytoplasme. Ceci suggère que l'accumulation de phyA dans le cytoplasme permet son accumulation à des niveaux élevés à l'obscurité. Enfin j'ai identifié une région similaire à un motif PEST requise pour la stabilité de phyA et j'ai aussi développé un criblage génétique non biaisé pour identifier de nouveaux composants impliqués dans la régulation de la dégradation de phyA. L'importance de ces résultats est discutée dans le dernier chapitre de cette thèse.

Coexpression of the T-cell receptor constant alpha domain triggers tumor reactivity of single-chain TCR-transduced human T cells.

Transfer of tumor antigen-specific T-cell receptors (TCRs) into human T cells aims at redirecting their cytotoxicity toward tumors. Efficacy and safety may be affected by pairing of natural and introduced TCRalpha/beta chains potentially leading to autoimmunity. We hypothesized that a novel single-chain (sc)TCR framework relying on the coexpression of the TCRalpha constant alpha (Calpha) domain would prevent undesired pairing while preserving structural and functional similarity to a fully assembled double-chain (dc)TCR/CD3 complex. We confirmed this hypothesis for a murine p53-specific scTCR. Substantial effector function was observed only in the presence of a murine Calpha domain preceded by a TCRalpha signal peptide for shuttling to the cell membrane. The generalization to a human gp100-specific TCR required the murinization of both C domains. Structural and functional T-cell avidities of an accessory disulfide-linked scTCR gp100/Calpha were higher than those of a dcTCR. Antigen-dependent phosphorylation of the proximal effector zeta-chain-associated protein kinase 70 at tyrosine 319 was not impaired, reflecting its molecular integrity in signaling. In melanoma-engrafted nonobese diabetic/severe combined immunodeficient mice, adoptive transfer of scTCR gp100/Calpha transduced T cells conferred superior delay in tumor growth among primary and long-term secondary tumor challenges. We conclude that the novel scTCR constitutes a reliable means to immunotherapeutically target hematologic malignancies.

T cell division and death are segregated by mutation of TCRbeta chain constant domains.

We have studied the role of the T cell receptor (TCR) beta chain transmembrane and cytoplasmic domains (betaTM/Cyto) in T cell signaling. Upon antigen stimulation, T lymphocytes expressing a TCR with mutant and betaTM and Cyto domains accumulate in large numbers and are specifically defective in undergoing activation-induced cell death (AICD). The mutant TCR poorly recruits the protein adaptor Carma-1 and is subsequently impaired in activating NF-kappaB. This signaling defect leads to a reduced expression of Fas ligand (FasL) and to a reduction in AICD. These beta chain domains are involved in discriminating cell division and apoptosis.

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.

Phenotypic stability and genetic gains in six-year girth growth of Hevea clones

Rubber tree [Hevea brasiliensis (Willd. ex Adr. de Juss.) Müell. Arg.] budgrafts of seven clones were evaluated on five contrasting sites in the plateau region of the São Paulo State, Brazil. The objective of this work was to study the phenotypic stability for girth growth. The experimental design was a randomized block design with three replications and seven treatments. Analysis of variance of girth at six-year plant growth indicated a highly significant clone x site interaction. Only linear sites and clone x site components of clone x year interaction were significant, indicating that the performance of clones over sites for this trait could be predicted. The clones GT 1 and PB 235 showed the greatest stability in relation to girth growth, with foreseen responses to change, introduced in the sites. The clones PB 235 and IAN 873 showed significative difference in relation to regression coefficient, representing clones with specific adaptability on favorable and unfavorable sites respectively. The clone GT 1 became the most promissory one in the study of stability and adaptability even showing low girth growth. Expected genetic gains from planting sites, along with estimates of clonal variance and repeatability of clonal means are generally greatest or close to the greatest when selection is done at the same site.

Preliminary description and slope stability analyses of the 2008 Little Salmon lake and 2007 Mt. Steele landslides, Yukon

In August 2008, reactivation of the Little Salmon Lake landslide occurred. During this event, hundreds of conical mounds of variable size and composition formed in the deposition zone. The characteristics of these landforms are described and a potential mechanism for their formation is proposed. A preliminary slope stability analysis of the 2007 Mount Steele rock and ice avalanche was also undertaken. The orientation of very high persistence (>20 m long) structural planes (e.g., faults, joints and bedding) within bedrock in the source zone was obtained using an airborne-LiDAR digital elevation model and the software COLTOP-3D. Using these discontinuity orientation measurements, kinematic, surface wedge and simple three-dimensional distinct element slope stability analyses were performed.