Genetic vulnerability factor for schizophrenia: association with glutamate cysteine ligase modifier gene and abnormal enzyme activity

Background: We previously reported in schizophrenia patients a decreased level of glutathione ([GSH]), the principal non-protein antioxidant and redox regulator, both in cerebrospinal-fluid and prefrontal cortex. To identify possible genetic causation, we studied genes involved in GSH metabolism. Methods: Genotyping: mass spectrometry analysis of polymerase chain reaction (PCR) amplified DNA fragments purified from peripheral blood. Gene expression: real-time PCR of total RNA isolated from fibroblast cultures derived from skin of patients (DSM-IV) and healthy controls (DIGS). Results: Case-control association study of single nucleotide polymorphisms (SNP) from the GSH key synthesizing enzyme glutamate-cysteine-ligase (GCL) modifier subunit (GCLM) was performed in two populations: Swiss (patients/controls: 40/31) and Danish (349/348). We found a strong association of SNP rs2301022 in GCLM gene (Danish: c2=3.2; P=0.001 after correction for multiple testing). Evidence for GCLM as a risk factor was confirmed in linkage study of NIMH families. Moreover, we observed a decrease in GCLM mRNA levels in patient fibroblasts, consistently with the association study. Interestingly, Dalton and collaborators reported in GCLM knock-out mice an increased feedback inhibition of GCL activity, resulting in 60% decrease of brain [GSH], a situation analogous to patients. These mice also exhibited an increased sensitivity to oxidative stress. Similarly, under oxidative stress conditions, GCL enzymatic activity was also decreased in patient fibroblasts. Conclusions: These results at the genetic and functional levels, combined with observations that GSH deficient models reveal morphological, electrophysiological, and behavioral anomalies analogous to those observed in patients, suggest that GCLM allelic variant is a vulnerability factor for schizophrenia.

Optimizing Cementious Content in Concrete Mixtures for Required Performance Final Report, January 2012

This research investigated the effects of changing the cementitious content required at a given water-to-cement ratio (w/c) on workability, strength, and durability of a concrete mixture. An experimental program was conducted in which 64 concrete mixtures with w/c ranging between 0.35 and 0.50, cementitious content ranging from 400 to 700 per cubic yard (pcy), and containing four different supplementary cementitious material (SCM) combinations were tested. The fine-aggregate to total-aggregate ratio was fixed at 0.42 and the void content of combined aggregates was held constant for all the mixtures. Fresh (i.e., slump, unit weight, air content, and setting time) and hardened properties (i.e., compressive strength, chloride penetrability, and air permeability) were determined. The hypothesis behind this study is that when other parameters are kept constant, concrete properties such as strength, chloride penetration, and air permeability will not be improved significantly by increasing the cement after a minimum cement content is used. The study found that about 1.5 times more paste is required than voids between the aggregates to obtain a minimum workability. Below this value, water-reducing admixtures are of no benefit. Increasing paste thereafter increased workability. In addition, for a given w/c, increasing cementitious content does not significantly improve compressive strength once the critical minimum has been provided. The critical value is about twice the voids content of the aggregate system. Finally, for a given w/c, increasing paste content increases chloride penetrability and air permeability.

Optimizing Cementitious Content in Concrete Mixtures for Required Performance Final Report, January 2012

This research investigated the effects of changing the cementitious content required at a given water-to-cement ratio (w/c) on workability, strength, and durability of a concrete mixture. An experimental program was conducted in which 64 concrete mixtures with w/c ranging between 0.35 and 0.50, cementitious content ranging from 400 to 700 per cubic yard (pcy), and containing four different supplementary cementitious material (SCM) combinations were tested. The fine-aggregate to total-aggregate ratio was fixed at 0.42 and the void content of combined aggregates was held constant for all the mixtures. Fresh (i.e., slump, unit weight, air content, and setting time) and hardened properties (i.e., compressive strength, chloride penetrability, and air permeability) were determined. The hypothesis behind this study is that when other parameters are kept constant, concrete properties such as strength, chloride penetration, and air permeability will not be improved significantly by increasing the cement after a minimum cement content is used. The study found that about 1.5 times more paste is required than voids between the aggregates to obtain a minimum workability. Below this value, water-reducing admixtures are of no benefit. Increasing paste thereafter increased workability. In addition, for a given w/c, increasing cementitious content does not significantly improve compressive strength once the critical minimum has been provided. The critical value is about twice the voids content of the aggregate system. Finally, for a given w/c, increasing paste content increases chloride penetrability and air permeability.

Sceaux détachés (originaux en cire), cachets, armoiries, jetons et médailles, dessinés ou gravés. XI 356 numéros (ex-libris armoriés, sceaux dessinés ou gravés, cachets, armoiries, dessins de jetons et médailles, etc.).

Contient : N° 53 Sceau de Catherine d'Alençon, duchesse de Bavière (1416) ; Nos 56 et 57 Sceaux de Jean, duc de Calabre et de Lorraine (31 octobre 1465) et de son fils aîné ; N° 58 Sceau de Marguerite, reine d'Angleterre (1470) ; N° 59 Sceau de Bernardin Bochetel, évêque de Rennes (1564) ; N° 61 « S. Petri, Dei gratia archiepiscopi Tholosani » [Pierre V de Lion ?] ; Nos 62 et 64 Sceau de Robert d'Alençon, comte du Perche (1370 et 1375) ; Nos 72 et 81 Médailles du roi René (dessins) ; N° 73 Sceau de Jeanne, reine de Jérusalem, Sicile et Aragon (1498), avec contre-sceau ; N° 74 Sceau et contre-sceau de Louis de France, duc d'Anjou et roi de Sicile ; N° 75 Sceau d'Isabelle, comtesse du Maine et de Guise (1462), avec contresceau ; N° 76 Sceau et contre-sceau de René d'Anjou, roi de Sicile et de Jérusalem ; N° 77 « [S. Nicolai] ducis Calabrie, Lotharingie, A[ndegavie]..., » avec contre-sceau ; N° 78 Sceau de Pierre, comte d'Alençon, seigneur de Fougères, vicomte de Beaumont (1378), avec contre-sceau ; Nos 79 et 82 Sceau et contre-sceau de Louis II, roi de Jérusalem et de Sicile et comte d'Anjou (1407 et 1408) ; Nos 80 et 88 Sceau et contre-sceau de Robert, comte d'Artois ; N° 84 « S. novum Ludovici, regis Fran. filii, ducis Andegavensis et comitis Cenomannensis, » avec contre-sceau (1374) ; N° 85 Sceau et contre-sceau de Catherine, fille aînée du duc d'Alençon, « comtesse de Montfort, dame de Sonois » ; N° 86 Sceau et contre-sceau de Charles, comte du Maine (1451) ; N° 87 « Scel René d'Anjou, chlr., baron et s. de Mézières et de Thury, » avec contre-sceau ; N° 89 Sceau de Yolande reine de Jérusalem et de Sicile (1428) ; N° 94 Sceau d'Henri de Carinthie, évêque de Troyes ; cf. vol. 3101, n° 8 ; N° 101 Sceau de Charles, comte d'Alençon (1361) ; N° 112 Sceau d'Antoine de Cravant, abbé de la Trinité de Vendôme ; cf. vol. 3113, n° 7 ; N° 113 « Sigillum Johannis, episcopi Silvanectensis » [Jean Neveu † 1499, ou Jean Calveau † 1522] ; N° 115 Sceau de Jean de Tinteniac du Percher, abbé de Saint-Aubin († 1525) ; N° 120 « Scel Pierre, bastart d'Alençon » (1419) ; N° 128 « Constras. Ludovici, regis condam Francor. filii, ducis Andegavie et comit. Cenamanie. » ; N° 154 Sceau de Mathieu, évêque de Troyes (1169-1180) ; N° 257 Sceau de René, duc d'Alençon (1478)

Concrete Pavement Mixture Design and Analysis (MDA): Effect of Aggregate Systems on Concrete Properties, TPF-5(205), 2012

For years, specifications have focused on the water to cement ratio (w/cm) and strength of concrete, despite the majority of the volume of a concrete mixture consisting of aggregate. An aggregate distribution of roughly 60% coarse aggregate and 40% fine aggregate, regardless of gradation and availability of aggregates, has been used as the norm for a concrete pavement mixture. Efforts to reduce the costs and improve sustainability of concrete mixtures have pushed owners to pay closer attention to mixtures with a well-graded aggregate particle distribution. In general, workability has many different variables that are independent of gradation, such as paste volume and viscosity, aggregate’s shape, and texture. A better understanding of how the properties of aggregates affect the workability of concrete is needed. The effects of aggregate characteristics on concrete properties, such as ability to be vibrated, strength, and resistivity, were investigated using mixtures in which the paste content and the w/cm were held constant. The results showed the different aggregate proportions, the maximum nominal aggregate sizes, and combinations of different aggregates all had an impact on the performance in the strength, slump, and box test.

Monitoring the clinical introduction of a glutamine and antioxidant solution in critically ill trauma and burn patients

OBJECTIVE: Enteral glutamine supplementation and antioxidants have been shown to be beneficial in some categories of critically ill patients. This study investigated the impact on organ function and clinical outcome of an enteral solution enriched with glutamine and antioxidant micronutrients in patients with trauma and with burns. METHODS: This was a prospective study of a historical control group including critically ill, burned and major trauma patients (n = 86, 40 patients with burns and 46 with trauma, 43 in each group) on admission to an intensive care unit in a university hospital (matching for severity, age, and sex). The intervention aimed to deliver a 500-mL enteral solution containing 30 g of glutamine per day, selenium, zinc, and vitamin E (Gln-AOX) for a maximum of 10 d, in addition to control treatment consisting of enteral nutrition in all patients and intravenous trace elements in all burn patients. RESULTS: Patients were comparable at baseline, except for more inhalation injuries in the burn-Gln-AOX group (P = 0.10) and greater neurologic impairment in the trauma-Gln-AOX group (P = 0.022). Intestinal tolerance was good. The full 500-mL dose was rarely delivered, resulting in a low mean glutamine daily dose (22 g for burn patients and 16 g for trauma patients). In burn patients intravenous trace element delivery was superior to the enteral dose. The evolution of the Sequential Organ Failure Assessment score and other outcome variables did not differ significantly between groups. C-reactive protein decreased faster in the Gln-AOX group. CONCLUSION: The Gln-AOX supplement was well tolerated in critically ill, injured patients, but did not improve outcome significantly. The delivery of glutamine below the 0.5-g/kg recommended dose in association with high intravenous trace element substitution doses in burn patients are likely to have blunted the impact by not reaching an efficient treatment dose. Further trials testing higher doses of Gln are required.