993 resultados para Art 30 Ley de 1995
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Actualmente, tras la reforma del art. 146.1 de la Ley 30/1992, de 26 de noviembre, de régimen jurídico de las Administraciones públicas y del procedimiento administrativo común (LRJPAC) llevada a cabo por la Ley 4/1999, de 13 de enero, nadie duda ya que las víctimas de daños causados por los funcionarios y demás agentes públicos en el ejercicio de sus funciones están obligadas a dirigir su reclamación indemnizatoria a la Administración a la que aquellos pertenezcan, sin poder demandarles ante los órganos de la jurisdicción civil en exigencia de su responsabilidad extracontractual. Según el art. 145 LRJPAC, la víctima deberá reclamar directamente a la Administración iniciando la tramitación del procedimiento administrativo específico previsto en los arts. 142 y 143 LRJPAC e interponiendo, eventualmente, recurso contencioso-administrativo contra la resolución desestimatoria que le ponga fin, y ésta, una vez haya satisfecho la indemnización, ejercerá acción de repetición contra el funcionario o agente responsable cuando el mismo haya ocasionado el daño con dolo o culpa grave. Ya no existe, por tanto, el genérico derecho de opción anteriormente reconocido por el art. 43 de la Ley de régimen jurídico de la administración del Estado de 1957.
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This metric short course was developed in response to a request from the Office of Bridges and Structures to assist in the training of engineers in the use of metric units of measure which will be required in all highway designs and construction after September 30, 1996 (CFR Presidential Executive Order No. 12770). The course notes which are contained in this report, were developed for a half-day course. The course contains a brief review of metrication in the U.S., metric units, prefixes, symbols, basic conversions, etc. The unique part of the course is that it presents several typical bridge calculations (such as capacity of reinforced concrete compression members, strength of pile caps, etc.) worked two ways: inch-pound units throughout with end conversion to metric and initial hard conversion to metric with metric units throughout. Comparisons of partial results and final results (obtained by working the problems the two ways) are made for each of the example problems.
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This research project was directed at laboratory and field evaluation of sodium montmorillonite clay (Bentonite) as a dust palliative for limestone surfaced secondary roads. It was postulated that the electrically charged surfaces (negative) of the clay particles could interact with the charged surfaces (positive) of the limestone and act as a bonding agent to agglomerate fine (-#200) particulates, and also to bond the fine particulates to larger (+#200) limestone particles. One mile test roads were constructed in Tama, Appanoose, and Hancock counties in Iowa using Bentonite treatment levels (by weight of aggregate) ranging from 3.0 to 12.0%. Construction was accomplished by adding dry Bentonite to the surfacing material and then dry road mixing. The soda ash/water solution (dispersing agent) was spray applied and the treated surfacing material wet mixed by motor graders to a consistency of 2 to 3 inch slump concrete. Two motor graders working in tandem provided rapid mixing. Following wet mixing the material was surface spread and compacted by local traffic. Quantitative and qualitative periodic evaluations and testing of the test roads was conducted with respect to dust generation, crust development, roughness, and braking characteristics. As the Bentonite treatment level increased dust generation decreased. From a cost/benefit standpoint, an optimum level of treatment is about 8% (by weight of aggregate). For roads with light traffic, one application at this treatment level resulted in a 60-70% average dust reduction in the first season, 40-50% in the second season, and 20-30% in the third season. Crust development was rated at two times better than untreated control sections. No discernible trend was evident with respect to roughness. There was no evident difference in any of the test sections with respect to braking distance and braking handling characteristics, under wet surface conditions compared to the control sections. Chloride treatments are more effective in dust reduction in the short term (3-4 months). Bentonite treatment is capable of dust reduction over the long term (2-3 seasons). Normal maintenance blading operations can be used on Bentonite treated areas. Soda ash dispersed Bentonite treatment is estimated to be more than twice as cost effective per percent dust reduction than conventional chloride treatments, with respect to time. However, the disadvantage is that there is not the initial dramatic reduction in dust generation as with the chloride treatment. Although dust is reduced significantly after treatment there is still dust being generated. Video evidence indicates that the dust cloud in the Bentonite treated sections does not rise as high, or spread as wide as the cloud in the untreated section. It also settles faster than the cloud in the untreated section. This is considered important for driving safety of following traffic, and for nuisance dust invasion of residences and residential areas. The Bentonite appears to be functioning as a bonding agent.
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[Exposition internationale. Gand. 1913]
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Comprend : Oeuvres choisies de Vico
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The effect of curing temperature, in the range of 4.4 to 22.8 degrees C (40 to 73 degrees F), on strength development was studied based on the maturity and pulse velocity measurements in this report. The strength-maturity relationships for various mixes using a Type I cement and using a Type IP cement, respectively, were experimentally developed. The similar curves for early age strength development of both the patching concrete, using a Type I cement with the addition of calcium chloride, and the fast track concrete, using a Type III cement and fly ash, have also been proposed. For the temperature ranges studied, the strength development of concrete can be determined using a pulse velocity measurement, but only for early ages up to 24 hours. These obtained relationships can be used to determine when a pavement can be opened to traffic. The amount of fly ash substitution, up to 30%, did not have a significant influence on the strength-maturity relationship.
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[Exposition. Paris, Bibliothèque nationale. 1982]
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La reforma de los delitos contra la seguridad en el tráfico operada por LO 15/2007, de 30 de noviembre, constituye la expresión de un programa político-criminal de más amplio alcance, presente en el Proyecto de Reforma del Código Penal de 2007. En este trabajo se exponen las causas de la emergencia del nuevo derecho penal de la seguridad vial a la luz del paradi gma explicativo que ofrece el derecho penal postmoderno del riesgo -sometido aquí a necesarios ajustes- y se ofrece un análisis crítico de dos de los nuevos tipos: la conducción a velocidad por encima de determinados límites (art. 379.1) y la conducción con concentraciones de alcohol en aire espirado o en sangre superiores a determinadas tasas (0.6 mgr. o 1,2 gr. respectivamente) –art. 379.2-. Igualmente se analiza la propuesta del Proyecto de Reforma del Código de elevar a la categoría de delito las imprudencias leves con resultado de muerte. Tres piezas clave de un programa que trasluce una gran desconfianza hacia el estamento judicial y un optimismo infundado en las posibilidades del derecho penal para reducir eficazmente la siniestralidad vial.
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Lectio praecursoria 15.2.2008 Lapin yliopisto.
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Utgångspunkten för avhandlingen är finländska konstnärsresor till Spanien under 1800-talet, och kontakterna med spansk konst och kultur. Endast ett fåtal finländare reste till Spanien, och inledningsvis utrycktes intresset för spansk konst i form av kopior efter gamla mästare, utförda både efter original utanför Spanien, och reproduktioner. Denna föga imponerande start efterföljdes av ett litet antal målare som verkligen reste till Spanien under 1800-talets senare hälft: Adolf von Becker (1831–1909), Albert Edelfelt (1854–1905) och Venny Soldan (1863–1945). Jag undersöker hur deras syn på landet manifesterades i deras resebilder i förhållande till den växande turistindustrin. Syftet med avhandlingen är att visa hur den resande målaren, likt en turist, föreställde sig, upplevde och tolkade den främmande kulturen, och hur detta avbildades och uttrycktes i deras resebilder. Vid sidan av ikonografisk analys och stilkritik utnyttjas forskningsmetoder från turismteorin. Resultatet av undersökningen visar att de flesta konstnärerna dyrkade konsten på Prado-museet, beundrade flamenco, Andalusiens vackra kvinnor, tjurfäktningar och zigenarna. De längtade efter en förgången och exotisk tid, samtidigt som de följde de vältrampade turiststigarna och hänfördes av de sedvanliga sevärdheterna; de reste i ett delvis mytiskt och delvis verkligt land. Likt turister (i allmänhet), såg de det de ville se, och sökte sig till på förhand inpräntade mentala (före)bilder. Resebilderna kan med fog tolkas som medvetet konstruerade minnen från resan, souvenirs d’Espagne. Samtidigt förstärkte och upprätthöll valen av motiv uppfattningen att Spaniens äldre konst och samtida kultur var mer ”äkta” (autentiska) än den kultur man själv tillhörde. Spanien uppfattades som en kvarleva från en förgången tid som hölls levande i nuet
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Digital reproduction, The National Library of Finland, Centre for Preservation and Digitisation, Mikkeli