Cent anys de medicina: la nova Facultat i l'Hospital Clínic de Barcelona: 1906-2006

Es tracta d'una petita publicació rica en fotografies que es va fer per mostrar part de la documentació gràfica recollida per a la exposició en motiu del centenari de l'Hospital Clínic i la Facultat de Medicina.

II Jornadas Anuales de la Sociedad Española de Medicina Legal y Forense: Barcelona 8-9 de abril de 1988: libro de actas

El volum recull 42 de les comunicacions presentades al llarg de les Jornades. Les comunicions provenen de 12 àmbits geogràfics diferents dins de l'estat espanyol i la temàtica que tracten és molt variada. Respon per tant a la voluntat de difondre el més ampli ventall possible d'enfocaments dintre de la Medicina Legal.

Hexaclorobenceno: 1as jornadas nacionales : Barcelona, 23-24 de mayo de 1988: libro de actas

El volum recull les 20 comunicacions presentades durant la cel·lebració d'aquestes jornades.L'objectiu d'aquestes jornades era reunir en un fòrum comú tots els investigadors i grups que estudien a Espanya l'hexaclorobenzè des dels diferents punts de vista possibles.

Macbride nature recreation area : raptor rehabilitation center, 1988.

This brochure contains information on the Raptor Rehabilitation Center at the Macbride Nature Recreation Center located on county road F28 between North Liberty and Solon.

Miquel de Garganta i Fabrega (Olot, 1903-1988)

Quan faltava poc més de tres mesos per al seu 85è aniversari, ha mort, el 12 de setembre de 1988, a Olot, on havia nascut el 23 de desembre de 1903, el Dr. Miquel de Garganta i Fàbrega, historiador de la Botànica i membre d'una coneguda familia d'intellectuals de la Garrotxa.

Field Demonstration of Foamed Asphalt Muscatine County, HR-257, 1988

The foamed asphalt concept has been around since the 1950's. Rising oil prices have created a renewed interest in this process. The purpose of this project was to construct an asphalt base using the foamed asphalt process and to evaluate its performance. A 4.2 mile length of Muscatine County road A-91 was selected for the research project. Asphalt contents of 4.5% and 5.5%, moisture contents of 70% and 90% of optimum, and fog, single chip, and double chip seal coats were used in various combinations to lay 9 test sections of 4-inch foamed asphalt base. After five years of service and evaluation, several conclusions can be made concerning the performance of the foamed asphalt bases: (1) the foamed asphalt process can work as shown by the excellent performance of Sections 2 and 3; (2) foamed asphalt base requires a well compacted subgrade and a road profile suitable for good drainage of water--test section failures were mostly due to a poor subgrade and subsurface moisture; and (3) when the base is placed in two or more lifts, extreme care must be exercised to insure adequate bonding is achieved between lifts. Any future research with foamed asphalt should include various asphalt depths in order to determine a thickness/strength relationship for foamed asphalt.

Construction and Evaluation of Submerged Vanes for Stream Control, HR-274, 1988

The objective of this study was to determine the practicality and effectiveness of using submerged vanes ("Iowa Vanes") to control bank erosion in a bend of East Nishnabotna River, Iowa. The vane system was constructed during the summer of 1985. It functions by eliminating, or reducing, the centrifugally induced helical motion of the flow in the bend, which is the root cause of bank undermining. The system was monitored over a 2-year period, from September 1985 to October 1987. Two surveys were conducted in the spring of 1986 in which data were taken of depths and velocities throughout the bend and of water-surface slope. The movement of the bank was determined from aerial photos and from repeated measurements of the vane-to-bank distance. The bankfull scour depths and velocities along the bank have been reduced significantly; and the movement of the bank has been stopped or considerably reduced. The improvements were obtained without changing the energy slope of the channel. Areas of design improvements were identified.

Field Measurement of Bridges for Long-term Structural Movement, HR-295, 1988

This report describes the field application of the tilt sensing method for monitoring movement of the Black Hawk and Karl King Bridges. The study objectives were: to design a data acquisition system for tilt sensing equipment utilizing a telephone telemetry system; to monitor possible movement of the main span pier, Pier No. 2, on the Black Hawk Bridge in Lansing and the possible long-term movement of Pier No. 4 on the Karl King Bridge in Fort Dodge; and to assess the feasibility, reliability, and accuracy of the instrumentation system used in this study.

Field Evaluation of Class A Subbase Using Fly Ash, MLR-87-3, 1988

This project consisted of slipforming a 4-inch thick econocrete subbase on a 6-mile section of US 63. The project location extends south from one mile south of Denver, Iowa to Black Hawk County Road C-66 and consisted of the reconstruction and new construction of a divided four-lane facility. The econocrete was placed 27.3 feet wide in a single pass. Fly ash was used in this field study to replace 30, 45 and 60 percent of the portland cement in three portland cement econocrete base paving mixes. The three mixes contained 300, 350 and 400 pounds of cementitious material per cubic yard. Two Class "C" ashes from Iowa approved sources were used. The ash was substituted on the basis of one pound of ash for each pound of cement removed. The work was done October 6-29, 1987 and May 25-June 9, 1988. The twelve subbase mixes were placed in sections 2500 to 3000 feet in length on both the north and southbound roadways. Compressive strengths of all mixes were determined at 3 and 28 days of age. Flexural strengths of all mixes were determined at 7 and 14 days. In all cases strengths were adequate. The freeze/thaw durability of the econocrete mixes used was reduced by increased fly ash levels but remained above acceptable limits. The test results demonstrate the feasibility of producing econocrete with satisfactory properties even using fly ash at substitution rates up to 45 percent.

Development of a Rational Characterization Method for Iowa Fly Ash, HR-286, 1988

This research project was conducted in an attempt to determine the cause of paste strength variability in Iowa fly ashes and to develop test methods to more adequately reflect fly ash physical and chemical characteristics. An extensive three year sampling and testing program was developed and initiated which incorporated fly ash from several Iowa power plants. Power plant design and operating data were collected. The variability was directly linked to power plant maintenance schedules and to sodium carbonate coal pretreatment. Fly ash physical and chemical properties can change drastically immediately before and after a maintenance outage. The concentrations of sulfate bearing minerals in the fly ash increases sharply during shutdown. Chemical, mineralogical, and physical testing indicated that the sodium, sulfate bearing minerals, lime and tricalcium aluminate contents of the fly ashes play important roles in the development of hydration reaction products in fly ash pastes. The weak pastes always contained ettringite as the major reaction product. The strong pastes contained straetlingite and monosulfoaluminate as the major reaction products along with minor amounts of ettringite. Recommendations for testing procedure changes and suggested interim test methods are presented.

Alternative Flexible Overlays, HR-229, 1988

The objective of this project was to determine if any of several cutback and emulsified asphalt plant mixed and road mixed overlays had the ability to resist thermal cracking at low temperatures without inducing shoving and/or ruttinq at high temperatures. A 2.6 mile section of Osceola County road A-34 and a 7.0 mile section of A-46 were divided into 14 test sections of various lengths. After six years, results show an MC-3000 asphalt cutback cold mix can reduce the amount of reflective cracking when compared to an AC-5 hot mix. This can be done without inducing high temperature related problems. Cold road mixing can be effective in reducing cracking on low volume roads. However, more experience is required if the full benefits of road mixing are to be realized.

Development of a Conductometric Test for Frost Resistance of Concrete, HR-272, 1988

Research is described that was aimed at developing a test method which can be reasonably and rapidly performed in the laboratory and in the field to predict, with a high degree of certainty, the behavior of concrete subjected to the action of alternate freezing and thawing. The conductometric evaluation of concrete durability was explored with 3 different test methods: conductometric evaluation of the resistance of concrete to rapid freezing and thawing; conductomtric evaluation of the resistance of concrete to natural freezing and thawing, and conductometric evaluation of the pore size distribution of concrete and its correlation to concrete durability. The study showed that conductance could be used as a viable method for determining the durability of portland cement concrete. This would also allow the continuous monitoring of concrete durability without the removal twice per week from the freeze/thaw chamber. Recommendations for the continued development of these test methods are also included.

TAMANHO AMOSTRAL ENVOLVENDO MÚLTIPLOS CARACTERES: UMA APLICAÇÃO À DIGESTIBILIDADE EM BOVINOS

O objetivo deste trabalho foi estimar o tamanho amostral mínimo (n) para comparar tratamentos em experimentos de consumo e de digestibilidade com bovinos, envolvendo múltiplos caracteres. Foram utilizados dados de digestibilidade de 72 novilhas com média de 18 meses de idade e 250 kg de peso. O experimento foi realizado na Embrapa-Centro de Pesquisa de Pecuária do Sudeste, São Carlos, SP, de 1988 a 1989, em delineamento inteiramente casualizado, com nove tratamentos organizados em esquema fatorial 3 x 3 (três grupos genéticos: Canchim, ½ Canchim + ½ Nelore e Nelore, e três níveis de proteína bruta: 6, 10 e 13%, com oito repetições cada, sendo a unidade experimental a novilha). Foram analisados consumo de ração (g/kg0,75) por quilograma de peso metabólico, energia digestível, nitrogênio retido (NR), NR (mg/kg0,75) e digestibilidades da matéria seca, proteína bruta, fibra em detergente neutro e fibra em detergente ácido. O valor mínimo de n, que permite detectar diferenças significativas (delta) entre vetores de médias de tratamentos, foi obtido por meio de um programa SAS (Statistical Analysis System), considerando modelo de distribuição normal t-variada, média zero e matriz de covariância sigma, estatística T² de Hotelling, distribuição F com parâmetro de não centralidade (d²D), erros do tipo I (alfa), poder do teste (1 beta) e delta. O valor de n variou de 6 a 47, sendo mais influenciado por alteração nos valores de delta, do que nos valores de alfa e poder do teste.

High Molecular Weight Methacrylate Sealing of a Bridge Deck, HR-2031, 1988

The Iowa Department of Transportation used a high molecular weight methacrylate (HMWM) resin to seal a 3,340 ft. x 64 ft. bridge deck in October 1986. The sealing was necessary to prevent deicing salt brine from entering a substantial number of transverse cracks that coincided with the epoxy coated top steel and unprotected bottom steel. HMWM resin is a three component product composed of a monomer, a cumene hydroperoxide initiator and a cobalt naphthenate promoter. The HMWM was applied with a dual spray bar system and flat-fan nozzles. Initiated monomer delivered through one spray bar was mixed in the air with promoted monomer from the other spray bar. The application rate averaged 0.956 gallons per 100 square feet for the tined textured driving lanes. Dry sand was broadcast on the surface at an average coverage of 0.58 lbs. per square yard to maintain friction. Coring showed that the HMWM resin penetrated the cracks more than two inches deep. Testing of the treated deck yielded Friction Numbers averaging 33 with a treaded tire compared to 36 prior to treatment. An inspection soon after treatment found five leaky cracks in one of the 15 spans. One inspection during a steady rain showed no leakage, but leakage from numerous cracks occurred during a subsequent rain. A second HMWM application was made on two spans. Leakage through the double application occurred during a rain. Neither the single or double application were successful in preventing leakage through the cracks.