Nonlinear Pile Behavior in Integral Abutment Bridges, HR-227, Part 1, 1982

The highway departments of all fifty states were contacted to find the extent of application of integral abutment bridges, to survey the different guidelines used for analysis and design of integral abutment bridges, and to assess the performance of such bridges through the years. The variation in design assumptions and length limitations among the various states in their approach to the use of integral abutments is discussed. The problems associated with lateral displacements at the abutment, and the solutions developed by the different states for most of the ill effects of abutment movements are summarized in the report. An algorithm based on a state-of-the-art nonlinear finite element procedure was developed and used to study piling stresses and pile-soil interaction in integral abutment bridges. The finite element idealization consists of beam-column elements with geometric and material nonlinearities for the pile and nonlinear springs for the soil. An idealized soil model (modified Ramberg-Osgood model) was introduced in this investigation to obtain the tangent stiffness of the nonlinear spring elements. Several numerical examples are presented in order to establish the reliability of the finite element model and the computer software developed. Three problems with analytical solutions were first solved and compared with theoretical solutions. A 40 ft H pile (HP 10 X 42) in six typical Iowa soils was then analyzed by first applying a horizontal displacement (to simulate bridge motion) and no rotation at the top and then applying a vertical load V incrementally until failure occurred. Based on the numerical results, the failure mechanisms were generalized to be of two types: (a) lateral type failure and (b) vertical type failure. It appears that most piles in Iowa soils (sand, soft clay and stiff clay) failed when the applied vertical load reached the ultimate soil frictional resistance (vertical type failure). In very stiff clays, however, the lateral type failure occurs before vertical type failure because the soil is sufficiently stiff to force a plastic hinge to form in the pile as the specified lateral displacement is applied. Preliminary results from this investigation showed that the vertical load-carrying capacity of H piles is not significantly affected by lateral displacements of 2 inches in soft clay, stiff clay, loose sand, medium sand and dense sand. However, in very stiff clay (average blow count of 50 from standard penetration tests), it was found that the vertical load carrying capacity of the H pile is reduced by about 50 percent for 2 inches of lateral displacement and by about 20 percent for lateral displacement of 1 inch. On the basis of the preliminary results of this investigation, the 265-feet length limitation in Iowa for integral abutment concrete bridges appears to be very conservative.

Nonlinear Finite Element Study of Piles in Integral Abutment Bridges, HR-227, Part 2, 1982

The highway departments of the states which use integral abutments in bridge design were contacted in order to study the extent of integral abutment use in skewed bridges and to survey the different guidelines used for analysis and design of integral abutments in skewed bridges. The variation in design assumptions and pile orientations among the various states in their approach to the use of integral abutments on skewed bridges is discussed. The problems associated with the treatment of the approach slab, backfill, and pile cap, and the reason for using different pile orientations are summarized in the report. An algorithm based on a state-of-the-art nonlinear finite element procedure previously developed by the authors was modified and used to study the influence of different factors on behavior of piles in integral abutment bridges. An idealized integral abutment was introduced by assuming that the pile is rigidly cast into the pile cap and that the approach slab offers no resistance to lateral thermal expansion. Passive soil and shear resistance of the cap are neglected in design. A 40-foot H pile (HP 10 X 42) in six typical Iowa soils was analyzed for fully restrained pile head and pinned pile head. According to numerical results, the maximum safe length for fully restrained pile head is one-half the maximum safe length for pinned pile head. If the pile head is partially restrained, the maximum safe length will lie between the two limits. The numerical results from an investigation of the effect of predrilled oversized holes indicate that if the length of the predrilled oversized hole is at least 4 feet below the ground, the vertical load-carrying capacity of the H pile is only reduced by 10 percent for 4 inches of lateral displacement in very stiff clay. With no predrilled oversized hole, the pile failed before the 4-inch lateral displacement was reached. Thus, the maximum safe lengths for integral abutment bridges may be increased by predrilling. Four different typical Iowa layered soils were selected and used in this investigation. In certain situations, compacted soil (> 50 blow count in standard penetration tests) is used as fill on top of natural soil. The numerical results showed that the critical conditions will depend on the length of the compacted soil. If the length of the compacted soil exceeds 4 feet, the failure mechanism for the pile is similar to one in a layer of very stiff clay. That is, the vertical load-carrying capacity of the H pile will be greatly reduced as the specified lateral displacement increases.

Un programa psicosocial: programa psicoestimulatiu integral (P.P.I.) amb persones afectades de malaltia d' Alzheimer

L'any 2011 la malaltia d'Alzheimer es situava com la quarta causa de mort més freqüent amb un augment de fins a 11.907, més del doble de morts que l'any 2000 (INE). Aquestes dades demostren l'augment del número de persones que pateixen una demència a mesura que envelleixen i una de les explicacions és l'augment de l'esperança de vida. Per aquest motiu l'estudi de la qualitat de vida ha adquirit una gran importància des de la dècada dels 90. La qualitat de vida és un concepte especialment subjectiu pel fet que cada persona la viu segons la pròpia percepció de salut i benestar i el grau d'adaptació a l'entorn que l'envolta. Per aquest motiu es planteja un programa de psicoestimulació integral (PPI) centrat en les individualitats de cada persona: valors, interessos, història ocupacional..., des de la filosofia de la Teràpia Ocupacional. El projecte està elaborat mitjançant la metodologia qualitativa utilitzant l'enquesta en profunditat semi-estructurada per a realitzar les entrevistes i obtenir la informació principal a l'inici i al final del programa juntament amb tota la informació que s'obtingui de l'observació participant del dia a dia de cada un dels professionals per tal d'estudiar fins a quin punt aquesta atenció centrada en la persona contribueix a millorar la qualitat de vida de les persones afectades de Malaltia d'Alzheimer que reben tractaments no farmacològics com el proposat en aquest projecte. Com a tot estudi es poden trobar alguns factors condicionants com pot ser l'evolució pròpia de la malaltia amb les conseqüències negatives que això comporta i/o el número de participants que formen la mostra.

Implementació d'un sistema integral d'impressió a l'empresa LaRoba

L'objectiu del projecte és implementar una solució integral de gestió d'impressió que proporcioni a l'empresa LaRoba un perfecte control sobre els dispositius i un estalvi substancial en els costos globals derivats de la impressió de documents.

Libro de Actas II Congreso Español de Gestión Integral de Deyecciones Ganaderas

Postprint (published version)

Design of Piles for Integral Abutment Bridges, HR-252, 1984

More and more, integral abutment bridges are being used in place of the more traditional bridge designs with expansion releases. In this study, states which use integral abutment bridges were surveyed to determine their current practice in the design of these structures. To study piles in integral abutment bridges, a finite element program for the soil-pile system was developed (1) with materially and geometrically nonlinear, two and three dimensional beam elements and (2) with a nonlinear, Winkler soil model with vertical, horizontal, and pile tip springs. The model was verified by comparison to several analytical and experimental examples. A simplified design model for analyzing piles in integral abutment bridges is also presented. This model grew from previous analytical models and observations of pile behavior. The design model correctly describes the essential behavioral characteristics of the pile and conservatively predicts the vertical load-carrying capacity. Analytical examples are presented to illustrate the effects of lateral displacements on the ultimate load capacity of a pile. These examples include friction and end-bearing piles; steel, concrete, and timber piles; and bending about the weak, strong, and 45° axes for H piles. The effects of cyclic loading are shown for skewed and nonskewed bridges. The results show that the capacity of friction piles is not significantly affected by lateral displacements, but the capacity of end-bearing piles is reduced. Further results show that the longitudinal expansion of the bridge can introduce a vertical preload on the pile.

Pile Design and Tests for Integral Abutment Bridges, HR-273, Addendum, 1987

Addendum to HR-273

Plan integral de enfermería para la atención domiciliaria de pacientes con enfermedad neuromuscular e insuficiencia respiratoria

Las enfermedades neuromuscualres son enfermedades neurológicas, de naturaleza progresiva, normalmente hereditarias cuya principal característica clínica es la debilidad muscular. Dentro de las enfermedades que causan problemas respiratorios, existen una gran variedad de enfermedades neuromusculares que comprometen la función respiratoria, las cuales pueden dividirse en enfermedades neuromusculares neuropaticas y miopáticas, además de poder clasificarlas según la evolución. Las ENM pueden comprometer el sistema respiratorio condicionando morbilidad respiratoria de intensidad y precocidad variable dependiendo del grado de afección de los músculos respiratorios y deglutorios, así como de otros factores como el estado nutricional o la capacidad de deambulación, todos ellos factores que pueden ser incluidos dentro de un programa de enfermería de atención a domicilio.

Compostos bioativos em café integral e descafeinado e qualidade sensorial da bebida

O objetivo deste estudo foi determinar a qualidade sensorial de café (Coffea arabica) descafeinado e integral, os níveis de compostos bioativos, antes e após a torração, e a estabilidade destes após a extração da bebida. A análise sensorial foi realizada por meio do método oficial brasileiro de classificação do café. As análises de cafeína, trigonelina e ácido clorogênico foram realizadas por cromatografia líquida de alta eficiência. O delineamento experimental foi o inteiramente ao acaso, em parcelas subdivididas com quatro tipos de café, cinco tempos de análise e três repetições. Na análise sensorial, foi observado que as características sensoriais, presentes na amostra integral, foram perdidas após o processo de descafeinação. Na variável concentração de trigonelina, não houve diferença significativa entre as amostras integrais e descafeinadas. As concentrações para as amostras de café descafeinado verde e integral torrado não foram alteradas após 4 horas de extração. Houve redução significativa na concentração do ácido clorogênico após a torração, após o processo de descafeinação, e com o decorrer do tempo de extração. Quanto à cafeína, não houve diferença significativa após a torração e nem com o passar do tempo após a extração. A descafeinação e a torração afetaram a qualidade sensorial do café e alteraram a concentração dos compostos bioativos.

Field Testing of Integral Abutments, Interim Report, HR-399, 1998

Integral abutment bridges are constructed without an expansion joint in the superstructure of the bridge; therefore, the bridge girders, deck, abutment diaphragms, and abutments are monolithically constructed. The abutment piles in an integral abutment bridge are vertically orientated, and they are embedded into the pile cap. When this type of a bridge experiences thermal expansion or contraction, horizontal displacements are induced at the top of the abutment piles. The flexibility of the abutment piles eliminates the need to provide an expansion joint at the inside face to the abutments: Integral abutment bridge construction has been used in Iowa and other states for many years. This research is evaluating the performance of integral abutment bridges by investigating thermally induced displacements, strains, and temperatures in two Iowa bridges. Each bridge has a skewed alignment, contains five prestressed concrete girders that support a 30-ft wide roadway for three spans, and involves a water crossing. The bridges will be monitored for about two years. For each bridge, an instrumentation package includes measurement devices and hardware and software support systems. The measurement devices are displacement transducers, strain gages, and thermocouples. The hardware and software systems include a data-logger; multiplexers; directline telephone service and computer terminal modem; direct-line electrical power; lap-top computer; and an assortment of computer programs for monitoring, transmitting, and management of the data. Instrumentation has been installed on a bridge located in Guthrie County, and similar instrumentation is currently being installed on a bridge located in Story County. Preliminary test results for the bridge located in Guthrie County have revealed that temperature changes of the bridge deck and girders induce both longitudinal and transverse displacements of the abutments and significant flexural strains in the abutment piles. For an average temperature range of 73° F for the superstructure concrete in the bridge located in Guthrie County, the change in the bridge length was about 1 118 in. and the maximum, strong-axis, flexural-strain range for one of the abutment piles was about 400 micro-strains, which corresponds to a stress range of about 11,600 psi.

Nouveau traité des arbres fruitiers... par Duhamel Du Monceau. Nouvelle édition... par MM. Veillard, Jaume Saint-Hilaire, Mirbel, Poiret et Loiseleur-Deslongchamps...

Mécénat texte imprimé : Cet ouvrage a été numérisé grâce à Pascal Séguin

Nouveau traité des arbres fruitiers... par Duhamel Du Monceau. Nouvelle édition... par MM. Veillard, Jaume Saint-Hilaire, Mirbel, Poiret et Loiseleur-Deslongchamps...

Mécénat texte imprimé : Cet ouvrage a été numérisé grâce à Pascal Séguin

Il·lusionisme. Nova Construcció i Rehabilitació Integral de la Vil·la Urània com a complex d'equipaments

Award-winning

Substituição do fubá de milho por gérmen integral de milho na dieta de ovinos

O objetivo deste trabalho foi avaliar o efeito da substituição do fubá de milho pelo gérmen integral de milho, sobre a digestibilidade dos nutrientes na dieta e sobre o desempenho e características de carcaça de ovinos Santa Inês. Quarenta animais, com peso inicial de 17,0±2,5 kg, foram confinados em baias individuais, em delineamento de blocos ao acaso, com cinco tratamentos e oito repetições. As taxas de substituição foram: 0, 25, 50, 75 e 100%. Ao abate, foram obtidos os pesos de carcaça quente e de trato digestivo cheio e vazio, a área de olho de lombo, a espessura de gordura subcutânea e o rendimento de cortes comerciais. A substituição do fubá de milho pelo gérmen integral reduziu linearmente o consumo de matéria seca e os coeficientes de digestibilidade de: matéria seca, matéria orgânica, proteína bruta, fibra em detergente neutro e extrato etéreo. A conversão alimentar não foi afetada pelos tratamentos. O ganho médio diário, o peso vivo final, a área de olho de lombo, a espessura de gordura e os rendimentos de carcaça quente e de cortes comerciais diminuíram linearmente com o aumento nos níveis de substituição. A substituição do fubá de milho pelo gérmen integral de milho, nas dietas de ovinos, prejudica o desempenho e as características de carcaça dos animais.

Farelo integral de arroz parboilizado submetido a armazenamento prolongado para alimentação de codornas de corte

O objetivo deste trabalho foi avaliar a estabilidade oxidativa do farelo integral de arroz parboilizado (FIAP) durante o armazenamento e os efeitos do seu uso na alimentação de codornas de corte. Foram utilizados 245 animais com sete dias de idade, de ambos os sexos, distribuídos em delineamento inteiramente casualizado, com cinco tratamentos, em arranjo fatorial 2x2+1, e sete repetições de sete aves. Avaliaram-se os seguintes tratamentos: dieta controle, sem adição de FIAP; e níveis de inclusão, na dieta controle, de 10 e 20% de FIAP armazenado por 180 dias (FIAPA) ou de FIAP novo (FIAPN). Houve oxidação lipídica do FIAP durante o armazenamento, e o índice de acidez foi de 4,25 e 63,50 (% em ácido oleico) e o de peróxido foi de 15,64 e 38,28 meq kg-1 para FIAPN e FIAPA, respectivamente. A inclusão do FIAP resultou em menor digestibilidade da matéria seca e do nitrogênio e em maior valor de energia metabolizável da ração, em comparação à ração controle. A inclusão de 20% de FIAPA resultou em menor energia metabolizável da ração do que a adição do FIAPN. As inclusões não influenciaram desempenho, características da carcaça, pesos relativos do fígado e do pâncreas, e crescimento e qualidade óssea. O FIAPA, mesmo com rancidez, pode ser utilizado na alimentação de codornas de corte em níveis de até 20% de inclusão.