Kotona asuvien iäkkäiden monilääkitys sekä psyyken- ja kipulääkkeiden käyttö

Summary: Polypharmacy and the use of psychotropics and analgesic drugs among the community-dwelling elderly

Rubber Buffings for Bridge Approach Expansion Joints, MLR-01-01, 2001

Many of the bridges in the state of Iowa have type ‘CF’, ‘EE’, or ‘EF’ expansion joints installed in the bridge approach slabs. These joints, which are typically 4” wide, are currently filled with a foam expansion joint material that is covered with a sealant. Over time the sealant begins to pull off of the walls of the joint and it ultimately fails. The joint, which is now exposed to the weather, is then filled with water and solids. The foam joint material, which is lighter than water, floats out of the joint onto the highway. This foam resembles a large 4” X 6” plank and poses a threat to motorists. A possible solution to this problem would be to replace the foam material with rubber buffings. Rubber buffings are a by-product of the tire retread industry.

Reduction of Concrete Deterioration by Ettringite Using Crystal Growth Inhibition Techniques, TR-431, 2001

Many researchers have concluded that secondary or delayed ettringite is responsible for serious premature deterioration of concrete highways. In some poorly performing Iowa concretes, ettringite is the most common secondary mineral but its role in premature deterioration is uncertain since some researchers still maintain that secondary ettringite does not itself cause deterioration. The current research project was designed to determine experimentally if it is possible to reduce secondary ettringite formation in concrete by treating the concrete with commercial crystallization inhibitor chemicals. The hypothesis is such that if the amount of ettringite is reduced, there will also be a concomitant reduction of concrete expansion and cracking. If both ettringite formation and deterioration are simultaneously reduced, then the case for ettringite induced expansion/cracking is strengthened. The experiment used four commercial inhibitors - two phosphonates, a polyacrylic acid, and a phosphate ester. Concrete blocks were subjected to continuous immersion, wet/dry and freeze/thaw cycling in sodium sulfate solutions and in sulfate solutions containing an inhibitor. The two phosphonate inhibitors, Dequest 2060 and Dequest 2010, manufactured by Monsanto Co., were effective in reducing ettringite nucleation and growth in concrete. Two other inhibitors, Good-rite K752 and Wayhib S were somewhat effective, but less so than the two phosphonates. Rapid experiments with solution growth inhibition of ettringite without the presence of concrete phases were used to explore the mechanisms of inhibition of this mineral. Reduction of new ettringite formation in concrete blocks also reduced expansion and cracking of the blocks. This relationship clearly links concrete expansion with this mineral - a conclusion that some research workers have disputed despite theoretical arguments for such a relationship and despite numerous observations of ettringite mineralization in prematurely deteriorated concrete highways. Secondary ettringite nucleation and growth must cause concrete expansion because the only known effect of the inhibitor chemicals is to reduce crystal nucleation and growth, and the inhibitors cannot in any other way be responsible for the reduction in expansion. The mechanism of operation of the inhibitors on ettringite reduction is not entirely clear but the solution growth experiments show that they prevent crystallization of a soluble ettringite precursor gel. The present study shows that ettringite growth alone is not responsible for expansion cracking because the experiments showed that most expansion occurs under wet/dry cycling, less under freeze/thaw cycling, and least under continuous soaking conditions. It was concluded from the different amounts of damage that water absorption by newly-formed, minute ettringite crystals is responsible for part of the observed expansion under wet/dry conditions, and that reduction of freeze resistance by ettringite filling of air-entrainment voids is also important in freeze/thaw environments.

La jurisdicción competente en materia de responsabilidad patrimonial de la Administración: una polémica que no cesa. Comentario a los Autos de la Sala Especial de Conflictos de Competencia del Tribunal Supremo de 27 de diciembre de 2001 y 21 de octubre de 2002 y propuesta de reforma legislativa

En el presente trabajo se comenta la línea jurisprudencial iniciada por el Auto de la Sala Especial de Conflictos de Competencia del Tribunal Supremo de 27 de diciembre de 2001, por la que se atribuye al orden civil la competencia para enjuiciar las demandas dirigidas conjuntamente contra la Administraciónpública y su aseguradora de responsabilidad extracontractual, reabriendo la polémica que parecía zanjada tras la triple reforma legislativa de 1998 y 1999, que afirmó la competencia exclusiva de la jurisdicción contencioso-administrativa para conocer de los pleitos de responsabilidad patrimonial de la Administración.

La jurisdicció competent en matèria de responsabilitat patrimonial de l'Administració: una polèmica que no acaba. Comentari a les Interlocutòries de la Sala Especial de Conflictes de Competència del Tribunal Suprem de 27 de desembre de 2001 i 21 de octubre de 2002 i proposta de reforma legislativa

En aquest treball es comenta la línia jurisprudencial iniciada per la Interlocutòria de la Sala Especial de Conflictes de Competència del Tribunal Suprem de 27 de desembre de 2001, per la qual s¿atribueix a l'orde civil la competència per jutjar les demandes dirigides conjuntament contra l'Administració pública i la seva asseguradora de responsabilitat extracontractual, reobrint la polèmica que semblava tancada després de la triple reforma legislativa de 1998 i 1999, que afirmà la competència exclusiva de la jurisdicció contenciosa administrativa per conèixer dels plets de responsabilitat patrimonial de l'Administració.