Freeze-Thaw Durability Testing of Oversanded Bridge Floor Concrete, MLR-95-5, 1995

Due to an equipment malfunction, too much sand was used in the concrete on the bridge floor placed on August 9, 1994, in Washington County, Project No. BRF-22-2(36)38-92. Freeze-thaw durability testing of cores taken from the concrete in question and the other two concretes not in question was performed. The experimental results indicate that the concrete in question is considered at least as durable and resistant to freeze-thaw damage as the concretes which are not in question. The concrete in question can be expected to function properly for the regular service life of the bridge.

Accelerated Testing Track, HR-7, 1951

In May 1950 a proposal for a research project was submitted to the newly formed Iowa Highway Research Board for consideration and action. This project, designated RPSl by the Board, encompassed the study, development, preparation of preliminary plans and specifications for the construction of a wheel track to be used in the accelerated testing of highway pavements. The device envisioned in the proposal was a circular track about seventy-five feet in diameter equipped with a suitable automobile-tired device to test pavements about five feet in width laid into the track under regular construction practices by small scale construction equipment. The Board, upon review, revised and expanded the basic concepts of the project. The project as revised by the Board included a study of the feasibility of developing, constructing and operating an accelerated testing track in which pavements, bases and subgrades may be laid one full lane, or at least ten feet, in width by full size construction equipment in conformity with usual construction practices. The pavements so laid are to be subjected, during test, to conditions as nearly simulating actual traffic as possible.

Field/Laboratory Testing of Damaged Prestressed Concrete Girder Bridges, HR-397, 1999

Due to frequent accidental damage to prestressed concrete (P/C) bridges caused by impact from overheight vehicles, a project was initiated to evaluate the strength and load distribution characteristics of damaged P/C bridges. A comprehensive literature review was conducted. It was concluded that only a few references pertain to the assessment and repair of damaged P/C beams. No reference was found that involves testing of a damaged bridge(s) as well as the damaged beams following their removal. Structural testing of two bridges was conducted in the field. The first bridge tested, damaged by accidental impact, was the westbound (WB) I-680 bridge in Beebeetown, Iowa. This bridge had significant damage to the first and second beams consisting of extensive loss of section and the exposure of numerous strands. The second bridge, the adjacent eastbound (EB) structure, was used as a baseline of the behavior of an undamaged bridge. Load testing concluded that a redistribution of load away from the damaged beams of the WB bridge was occurring. Subsequent to these tests, the damaged beams in the WB bridge were replaced and the bridge retested. The repaired WB bridge behaved, for the most part, like the undamaged EB bridge indicating that the beam replacement restored the original live load distribution patterns. A large-scale bridge model constructed for a previous project was tested to study the changes in behavior due to incrementally applied damage consisting initially of only concrete removal and then concrete removal and strand damage. A total of 180 tests were conducted with the general conclusion that for exterior beam damage, the bridge load distribution characteristics were relatively unchanged until significant portions of the bottom flange were removed along with several strands. A large amount of the total applied moment to the exterior beam was redistributed to the interior beam of the model. Four isolated P/C beams were tested, two removed from the Beebeetown bridge and two from the aforementioned bridge model. For the Beebeetown beams, the first beam, Beam 1W, was tested in an "as removed" condition to obtain the baseline characteristics of a damaged beam. The second beam, Beam 2W, was retrofit with carbon fiber reinforced polymer (CFRP) longitudinal plates and transverse stirrups to strengthen the section. The strengthened Beam was 12% stronger than Beam 1W. Beams 1 and 2 from the bridge model were also tested. Beam 1 was not damaged and served as the baseline behavior of a "new" beam while Beam 2 was damaged and repaired again using CFRP plates. Prior to debonding of the plates from the beam, the behavior of both Beams 1 and 2 was similar. The retrofit beam attained a capacity greater than a theoretically undamaged beam prior to plate debonding. Analytical models were created for the undamaged and damaged center spans of the WB bridge; stiffened plate and refined grillage models were used. Both models were accurate at predicting the deflections in the tested bridge and should be similarly accurate in modeling other P/C bridges. The moment fractions per beam were computed using both models for the undamaged and damaged bridges. The damaged model indicates a significant decrease in moment in the damaged beams and a redistribution of load to the adjacent curb and rail as well as to the undamaged beam lines.

KRAS mutation testing for predicting response to anti-EGFR therapy for colorectal carcinoma: proposal for an European quality assurance program.

Novel therapeutic agents targeting the epidermal growth factor receptor (EGFR) have improved outcomes for patients with colorectal carcinoma. However, these therapies are effective only in a subset of patients. Activating mutations in the KRAS gene are found in 30-40% of colorectal tumors and are associated with poor response to anti-EGFR therapies. Thus, KRAS mutation status can predict which patient may or may not benefit from anti-EGFR therapy. Although many diagnostic tools have been developed for KRAS mutation analysis, validated methods and standardized testing procedures are lacking. This poses a challenge for the optimal use of anti-EGFR therapies in the management of colorectal carcinoma. Here we review the molecular basis of EGFR-targeted therapies and the resistance to treatment conferred by KRAS mutations. We also present guideline recommendations and a proposal for a European quality assurance program to help ensure accuracy and proficiency in KRAS mutation testing across the European Union.

La religion comme facteur de réhabilitation sociale. Réflexions sur les acteurs autorisés de l'islam dans les prisons suisses

L'accompagnement spirituel dans les prisons suisses est dominé par un modèle mono-culturel chrétienne. Or, la présence importante de détenus de confession musulmane dans les établissements pénitentiaires incite ceux-ci à organiser un soutien spirituel adapté à cette catégorie de leur population. Dans quel cadre légal cet accompagnement spirituel se déroule-t-il? Quelle forme prend-il ? Quels sont ceux (et plus rarement celles) qui assistent spirituellement les détenus musulmans ? Cet article propose de répondre à ces questions en énonçant les principes juridiques relatifs à l'exercice de la religion en contexte carcéral et en présentant des profils d'intervenants musulmans de prison.

La réinsertion professionnelle des bénéficiaires de l'aide sociale en Suisse et en Allemagne

Parmi les régimes sociaux pour les personnes sans emploi en âge de travailler, l'aide sociale compte parmi ceux qui ont été confrontés aux plus grands changements au cours des vingt dernières années. Durant cette période, le nombre et le profil des bénéficiaires a évolué à un tel point qu'il devient aujourd'hui difficile de considérer l'aide sociale uniquement sous le prisme d'un dernier filet de protection sociale intervenant pour une minorité d'individus fortement marginalisés socialement. Aujourd'hui, accompagnant une hausse régulière du nombre de bénéficiaires, le public de l'aide sociale est devenu beaucoup plus hétérogène, incorporant une frange de plus en plus importante de personnes pour qui le chômage de longue durée ou le sous-emploi constituent de fait le principal problème. Loin d'être un phénomène typiquement suisse, la transformation radicale du public touchant des prestations d'aide sociale a en fait touché l'ensemble des pays européens. Ces développements questionnent fondamentalement la mission de l'aide sociale. Traditionnellement, deux missions ont été au centre de l'aide sociale : garantir le minimum vital et favoriser l'intégration sociale des personnes les plus marginalisées socialement. Toutefois, aujourd'hui, avec l'émergence de nouveaux publics, se pose crucialement la question de la réorientation des régimes d'aide sociale vers une prise en charge visant le retour sur le premier marché du travail à plus ou moins long terme. De quels types de mesures de réinsertion professionnelle et de services de placement les bénéficiaires de l'aide sociale disposent-ils en Suisse ? Quels dispositifs organisationnels permettent-ils de garantir une prise en charge orientée vers l'emploi adaptée aux bénéficiaires de l'aide sociale ? En Suisse, bien que la réinsertion professionnelle soit désormais considérée comme une mission intégrale de l'aide sociale au niveau politique, il existe encore peu d'études empiriques sur les pratiques effectives mises en place dans les différents cantons en matière d'aide à la réinsertion professionnelle des bénéficiaires de l'aide sociale. Sans prétendre à l'exhaustivité, cette étude dresse un état des lieux de la situation actuelle en Suisse sur la base des quelques études existantes et d'une enquête par questionnaire réalisée auprès des responsables cantonaux en 2011. Malgré d'importantes différences entre et à l'intérieur des cantons et de nombreuses lacunes dans les données statistiques, un des principaux résultats qui ressort de cette étude est que l'accès des bénéficiaires de l'aide sociale à une prise en charge orientée emploi en Suisse reste problématique à plusieurs égards. En effet, alors que l'offre développée par les services sociaux en matière de mesures de réinsertion professionnelle reste souvent restreinte, d'autres pratiques telles que la collaboration interinstitutionnelle ou le recours aux ORP pour les services de placement présentent aussi plusieurs limites. Une comparaison avec la situation en Allemagne, qui a complètement réorganisé la prise en charge de ses chômeurs de longue durée en 2005 en créant une prestation financière et une structure de prise en charge spécifique à cette catégorie de sans-emplois, confirme le potentiel d'amélioration des efforts réalisés en Suisse, particulièrement en ce qui concerne l'importance accordée au retour à l'emploi et l'accès aux mesures de réinsertion professionnelle les plus prometteuses. Toutefois, et malgré une réduction significative du nombre de chômeurs de longue durée depuis l'introduction de la réforme Hartz IV en 2005, l'expérience allemande indique que la mise sur pied d'une structure spécialisée n'est pas non plus sans créer des problèmes, et que, plus généralement, il est difficile d'imputer le succès d'une politique de réinsertion professionnelle pour les bénéficiaires de l'aide sociale uniquement à son modèle organisationnel.

In vitro activity of gallium maltolate against Staphylococci in logarithmic, stationary, and biofilm growth phases: comparison of conventional and calorimetric susceptibility testing methods.

Ga(3+) is a semimetal element that competes for the iron-binding sites of transporters and enzymes. We investigated the activity of gallium maltolate (GaM), an organic gallium salt with high solubility, against laboratory and clinical strains of methicillin-susceptible Staphylococcus aureus (MSSA), methicillin-resistant S. aureus (MRSA), methicillin-susceptible Staphylococcus epidermidis (MSSE), and methicillin-resistant S. epidermidis (MRSE) in logarithmic or stationary phase and in biofilms. The MICs of GaM were higher for S. aureus (375 to 2000 microg/ml) than S. epidermidis (94 to 200 microg/ml). Minimal biofilm inhibitory concentrations were 3,000 to >or=6,000 microg/ml (S. aureus) and 94 to 3,000 microg/ml (S. epidermidis). In time-kill studies, GaM exhibited a slow and dose-dependent killing, with maximal action at 24 h against S. aureus of 1.9 log(10) CFU/ml (MSSA) and 3.3 log(10) CFU/ml (MRSA) at 3x MIC and 2.9 log(10) CFU/ml (MSSE) and 4.0 log(10) CFU/ml (MRSE) against S. epidermidis at 10x MIC. In calorimetric studies, growth-related heat production was inhibited by GaM at subinhibitory concentrations; and the minimal heat inhibition concentrations were 188 to 4,500 microg/ml (MSSA), 94 to 1,500 microg/ml (MRSA), and 94 to 375 microg/ml (MSSE and MRSE), which correlated well with the MICs. Thus, calorimetry was a fast, accurate, and simple method useful for investigation of antimicrobial activity at subinhibitory concentrations. In conclusion, GaM exhibited activity against staphylococci in different growth phases, including in stationary phase and biofilms, but high concentrations were required. These data support the potential topical use of GaM, including its use for the treatment of wound infections, MRSA decolonization, and coating of implants.

Les classes sociales : analyse de la vie sociale / par Arthur Bauer,...

Collection : Bibliothèque sociologique internationale ; 25

Testing extreme value copulas to estimate the quantile

Testing weather or not data belongs could been generated by a family of extreme value copulas is difficult. We generalize a test and we prove that it can be applied whatever the alternative hypothesis. We also study the effect of using different extreme value copulas in the context of risk estimation. To measure the risk we use a quantile. Our results have motivated by a bivariate sample of losses from a real database of auto insurance claims. Methods are implemented in R.