El aprovisionamiento en materias primas liticas: hacia una caracterizacion paleocultural de los comportamientos paleoeconomicos

El objetivo de este trabajo es analizar el carácter de la industria lítica, y más concretamente del análisis de materias primas, como uno de los marcadores espaciales y culturales en el seno de los territorios de explotación de las comunidades prehistóricas de cazadores-recolectores. Proponemos una aproximación basada en la arqueopetrología como elemento que, junto con la contextualización geográfica y los análisis tecnológicos, ayuda a la definición de las pautas paleoculturales de aprovisionamiento directo e intercambios de dichos grupos en relación con la explotación de los recursos abióticos.

Los pulidores de arenisca del Tardiglaciar y Postglaciar en Europa occidental: síntesis y nuevas aportaciones

En este artículo presentamos un estudio de síntesis de los pulidores de arenisca del Paleolítico Superior y del Epipaleolítico/ Mesolítico de Europa. El trabajo surgió a partir del hallazgo de cuatro ejemplares, los más meridionales de Europa y los únicos de la Península Ibérica, en el transcurso de las recientes excavaciones de los niveles epipaleolíticos del XQ milenio B.P., del abrigo del Filador(Margalef de Montsant, Priorat, Tarragona).

La Cova de la Mallada (Perelló): Estudio lítico y reconstrucción paleoecológica de un yacimiento del Paleolítico Superior Final

En este artículo pretendemos dar a conocer los últimos resultados obtenidos a partir del estudio en profundidad de la industria lítica y de la fauna del yacimiento tarraconense de la Mallada (Perelló); ello nos ayudará a situarlo cronológicamente en los inicios el Magdaleniense Superior Mediterráneo.

Lithiases d'infection [Infective lithiasis].

We report the case of a 69-year-old woman, with a BMI of 42.9, suffering from bilateral struvite calculi and who raised end stage renal failure. Urease-synthesizing bacteria, leading to the hydrolysis of urea into ammonium and to an alkaline urine (pH > 7.2), are required for struvite stone formation in humans. Struvite component constitutes the majority of staghom calculi. Patients with struvite stones could lose renal function because of obstructive or pyelonephritic episodes and surgical interventions on the kidney. Therapeutic success needs a follow up by a specialized uro-nephrologist team as soon as possible.

Role of brain alpha 1B-adrenoceptors in modafinil-induced behavioral activity.

These studies show that either central pharmacological blockade or genetic ablation of alpha(1B)-adrenoceptors markedly attenuates the behavioral activation caused by modafinil, implicating these receptors in the drug's action.

Pieces of Iowa’s Past, January 18, 2012

Pieces of Iowa’s Past, published by the Iowa State Capitol Tour Guides weekly during the legislative session, features historical facts about Iowa, the Capitol, and the early workings of state government. All historical publications are reproduced here with the actual spelling, punctuation, and grammar retained. January 18, 2012 THIS WEEK: Report by Annie Wittenmyer, State Sanitary Agent BACKGROUND: The 10th General Assembly convened on January 11, 1864, and adjourned on March 29—a 79-day session. There were 138 members in the legislature. The members included 42 Republicans in the Senate and 87 Republicans in the House of Representatives. Democrats numbered four in the Senate and five in the House. Jacob Butler was the Speaker of the House, and Enoch W. Eastman was the Lt. Governor presiding in the Senate. William Stone was Iowa’s governor. Stone was inaugurated on January 14, 1864. He was 36 years old. Governor Stone, a friend of President Abraham Lincoln, rode Lincoln’s funeral train to Springfield, Illinois

Pieces of Iowa’s Past, January 25, 2012

Pieces of Iowa’s Past, published by the Iowa State Capitol Tour Guides weekly during the legislative session, features historical facts about Iowa, the Capitol, and the early workings of state government. All historical publications are reproduced here with the actual spelling, punctuation, and grammar retained. January 25, 2012 THIS WEEK: HOUSE RESOLUTIONS PRESENTED ON JANUARY 8, 1866 BACKGROUND: Background: The 11th General Assembly convened January 8, 1866, and adjourned April 3, 1866—an 86-day session. There were 146 members in the legislature, 48 senators and 98 representatives. Iowa’s Governor was William Milo Stone, and the 1860 census showed Iowa’s population at 482,699. Robert Finkbine represented House district 26. It was Finkbine’ s second term. He was 37 and listed his occupation as “builder.” Robert Finkbine went on to become the Superintendent of Construction for the present day Capitol. House district 26 represented Johnson County in 1866. In 1878, Marion County became the constituency for House district 26. The representative in House district 26 in 1878 was William Milo Stone, previous governor and resident of Knoxville

Pieces of Iowa’s Past, April 17, 2013

Pieces of Iowa’s Past, published by the Iowa State Capitol Tour Guides weekly during the legislative session, features historical facts about Iowa, the Capitol, and the early workings of state government. All historical publications are reproduced here with the actual spelling, punctuation, and grammar retained THIS WEEK: Iowa State Capitol Structural Sandstone Origination From The Iowa Capitol Commissioners Reports Report of Capitol Architect A.H. Piquenard, submitted December 16, 1875 BACKGROUND: The Ste. Genevieve sandstone is the buff color stone on the exterior of the Capitol. The Carroll County sandstone was the light color or contrast stone on the Capitol exterior. The Carroll County stone did not wear well and was removed from the building during the exterior renovations in the 1980s and 1990s. Both sandstones are from Missouri.

Low-Cost Rural Surface Alternatives: Literature Review and Recommendations, TR-632, 2013

Freezing and thawing action induces damage to unbound gravel roads in Iowa resulting in maintenance costs for secondary road departments. Some approaches currently used by County Engineers to deal with this problem include temporarily spreading rock on the affected areas, lowering or improving drainage ditches, tiling, bridging the area with stone and geosynthetic covered by a top course of aggregate or gravel, coring boreholes and filling them with calcium chloride to melt lenses and provide drainage, and re-grading the crown to a slope of 4% to 6% to maximize spring drainage. However, most of these maintenance solutions are aimed at dealing with conditions after they occur. This study was tasked with identifying alternative approaches in the literature to mitigate the problem. An annotated bibliographic record of literature on the topic of frost-heave and thaw-weakening of gravel roads was generated and organized by topic, and all documents were assessed in terms of a suitable rating for mitigating the problem in Iowa. Over 300 technical articles were collected and selected down to about 150 relevant articles for a full assessment. The documents collected have been organized in an electronic database, which can be used as a tool by practitioners to search for information regarding the various repair and mitigation solutions, measurement technologies, and experiences that have been documented by selected domestic and international researchers and practitioners. Out of the 150+ articles, 71 articles were ranked as highly applicable to conditions in Iowa. The primary mitigation methods identified in this study included chemical and mechanical stabilization; scarification, blending, and recompaction; removal and replacement; separation, and reinforcement; geogrids and cellular confinement; drainage control and capillary barriers, and use of alternative materials. It is recommended that demonstration research projects be established to examine a range of construction methods and materials for treating granular surfaced roadways to mitigate frost-heave and thaw-weakening problems. Preliminary frost-susceptibility test results from ASTM D5916 are included for a range of Iowa materials.

Iowa Pore Index Test, MLR-80-2, 1980

The objective of the investigation was the development of a test that would readily identify the potential of an aggregate to cause D-cracking because of its susceptivity to critical saturation. A Press-Ur-Meter was modified by replacing the air chamber with a one-inch diameter plastic tube calibrated in milli-. It was concluded that the pore index was sufficiently reliable to determine the D-cracking potential of limestone aggregates in all but a few cases where marginal results were obtained. Consistently poor or good results were always in agreement with established service records or concrete durability testing. In those instances where marginal results are obtained, the results of concrete durability testing should be considered when making the final determination of the D-cracking susceptibility of the aggregate in question. The following applications for the pore index test have been recommended for consideration: concrete durability testing be discontinued in the evaluation process of new aggregate sources with pore index results between 0-20 (Class 2 durability) and over 35 (Class 1) durability; composite aggregates with intermediate pore index results of 20-35 be tested on each stone type to facilitate the possible removal of low durability stone from the production process; and additional investigation should be made to evaluate the possibility of using the test to monitor and upgrade the acceptance of aggregate from sources associated with D-cracking.

Efeitos do sistema de preparo na compactação do solo, disponibilidade hídrica e comportamento do feijoeiro

Neste trabalho foram avaliados os efeitos dos sistemas de preparo com arado de aiveca, com grade aradora e plantio direto, na compactação do solo, na disponibilidade de água, no desenvolvimento radicular e na produtividade do feijoeiro (Phaseolus vulgaris L.). A área experimental consistiu de um Latossolo Vermelho-Escuro, sob irrigação via pivô central, o que possibilitou dois cultivos ao ano. O preparo com arado propiciou menores valores de resistência à penetração, ao longo do perfil do solo. O preparo com grade condicionou uma camada mais compacta entre 10 e 24 cm de profundidade e, em plantio direto, houve maior compactação até 15 - 22 cm. A distribuição do sistema radicular, em profundidade, foi mais uniforme no preparo com arado. No preparo com grade houve concentração das raízes na camada de 0-10 cm de profundidade e, em plantio direto, a concentração ocorreu até 20 cm. Sob irrigação, a menor resistência do solo à penetração e a melhor distribuição do sistema radicular, no preparo com arado, não possibilitou ao feijoeiro obter maior produtividade em relação aos outros sistemas de preparo. A maior produtividade observada no plantio direto deveu-se, entre outros fatores, aos menores valores e à menor variação ao longo do ciclo da tensão matricial da água no solo, em comparação aos demais sistemas de preparo do solo.

Laboratory Evaluation of Polymer and Multi-Grade Asphalt Binders, MLR-90-5, 1992

A number of claims have been made that polymer modified asphalt cements, multi-grade asphalt cements, and other modifications of the liquid asphalt will prevent rutting and other deterioration of asphalt mixes, thereby, extending the service life of asphalt pavements. This laboratory study evaluates regular AC-20 asphalt cement, PAC-30 polymer modified asphalt cement and AC-10-30 multi-grade asphalt cement. PAC-30 was also evaluated with 15% Gilsonite and 15% Witcurb in a 75% crushed stone - 25% sand mix. These mixtures were evaluated for all Marshall properties along with indirect tensile, resilient modulus, and creep resistance.