Modified Sheet Pile Abutments for Low-Volume Road Bridges: Tech Transfer Summary, January 2012

Iowa has about 22,936 bridges on low-volume roads (LVRs). Based on the National Bridge Inventory data, 22 percent of the LVR bridges in Iowa are structurally deficient, while 5 percent of them are functionally obsolete. The substructure components (abutment and foundation elements) are known to be contributing factors for some of these poor ratings. Steel sheet piling was identified as a possible long-term option for LVR bridge substructures; but, due to lack of experience, Iowa needed investigation with regard to vertical and lateral load resistance, construction methods, design methodology, and load test performance. This project was initiated in January 2007 to investigate use of sheet pile abutments. *************Tech Transfer Summary. For full report see: http://publications.iowa.gov/id/eprint/14832*************

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.

Alternate Methods of Stabilizing Degrading Stream Channels in Western Iowa, Phase I, HR-208, 1980

Since the beginning of channel straightening at the turn of the century, the streams of western Iowa have degraded 1.5 to 5 times their original depth. This vertical degradation is often accompanied by increases in channel widths of 2 to 4 times the original widths. The deepening and widening of these streams has jeopardized the structural safety of many bridges by undercutting footings or pile caps, exposing considerable length of piling, and removing soil beneath and adjacent to abutments. Various types of flume and drop structures have been introduced in an effort to partially or totally stabilize these channels, protecting or replacing bridge structures. Although there has always been a need for economical grade stabilization structures to stop stream channel degradation and protect highway bridges and culverts, the problem is especially critical at the present time due to rapidly increasing construction costs and decreasing revenues. Benefits derived from stabilization extend beyond the transportation sector to the agricultural sector, and increased public interest and attention is needed.

Paalutuskoneen vakavuuslaskennan kehittäminen

Tässä diplomityössä tutkitaan paalutuskoneen stabiliteetti- elivakavuuslaskennan toteuttamista yleisesti käytetyn monikappaledynamiikan ohjelmiston avulla. Vakavuuslaskenta kuuluu olennaisena osana paalutuskoneen suunnitteluun ja siitä saadut tulokset asettavat rajat massoille, joita paalutuskone pystyy turvallisesti käsittelemään. Tutkittavana kohteena oli uudentyyppinen poraavapaalutuskone, josta saatiin myös todellista mittaustietoa työssä laaditun simulointimallin toimivuuden arvioimiseksi. Työssä kokeiltiin erityisesti ohjelmiston tarjoamia keinoja laskentaprosessin yksinkertaistamiseksi jasimulointimallin käytön helpottamiseksi. Koska simulointimalli haluttiin säilyttää mahdollisimman yksinkertaisena, porakoneen komponentit mallinnettiin jäykkinä. Mallin ratkaisussa käytettiin staattista ja kvasistaattista analyysia. Dynaamisten voimien vaikutus porakoneeseen otettiin mallissa huomioon lisäämällä massakeskipisteisiin vastaavat pistevoimat.

Estudo do estado fundamental de aglomerados de silício via redes neurais

We introduce a global optimization method based on the cooperation between an Artificial Neural Net (ANN) and Genetic Algorithm (GA). We have used ANN to select the initial population for the GA. We have tested the new method to predict the ground-state geometry of silicon clusters. We have described the clusters as a piling of plane structures. We have trained three ANN architectures and compared their results with those of pure GA. ANN strongly reduces the total computational time. For Si10, it gained a factor of 5 in search speed. This method can be easily extended to other optimization problems.

The stability of AM and FM screenings in different water conditions – with the mottle under consideration

This project was performed at Rochester Institute of Technology to get more understanding and knowledge about AM and FM screenings similarities and differences with considerations of the mottle. By designing a test form conformed to the specific measurements and printing it on Heidelberg's Sunday 2000 press, the project group has evaluated the questions that already existed and the ones that occurred during the project. Hence the first press run left some unexpected phenomenon therefore another press run was performed. Measurements were performed and graphs produced in Excel. The project group evaluated the results and from that able to establish facts and draw conclusions. It has been a great experience for the project group and they have learnt a lot.

Troubleshooting med avseende på avsättningar på gummiduk, Bobergs tryckeri AB

Bobergs printing house in Falun has during some time had problems regarding deposits on blankets intheirs Müller Martini UV-printing presses. Deposits appear in both image areas and non-image areas.These areas have been analyzed and the deposits on non-image areas contain chalk, clay and talc. Thequestion remains how these material bond to the blanket surface. The chalk and clay comes from thepaper. The talc comes from the ink. Deposits from image areas contain pigment and talc from the printingink. The dampening water has also been analyzed. The result shows some sort of problem with thehardness regulator for the clean water. The pH-level should be increased a few steps.

Avaliação microbiológica e bromatológica da silagem ácida obtida de resíduos da indústria de filetagem de tilápia do Nilo (Oreochromis niloticus)

The experiment constituted in evaluating the acid silage prepared from Nile tilapia (Oreochromis niloticus) filletage industry residues. This silage was prepared in a filetage industry through the residues milling and 5% of ascetic acid addition and stock piling in a period up to until 201 days. Storaged silages in a period of 7, 12, 22, 27, 41, 48, 61, 75, 84, 91, 96, 110, 140, 151, 181, 187 and 201dias were evaluated. Bromatologics analyses of rude protein(PB), etereal extract (EE), humidity (UM), ashes (CZ) and microbiological analyses of Salmonella, total coliforms, faecals and Escherichia coli of the storaged silages in a period of 7, 91 and 201 days were realized. The pH was evaluated in all the storaged periods. Differences (P > 0.05) in the substance of PB, EE, UM and CZ were not observed. A linear increase in PH was observed, being stabilizing in plateau of 4.74. In relation to the microbiological analysis the presence of Salmonella, total coliforms, faecals and E. Coli were not found. Was concluded that the acid silage gotten from tilapia filetage residues produced with the use of 5% ascetic acid can be stored during 201 days without having Salmonella, total coliforms and faecals proliferation.

Estudos sedimentológicos e o contexto estrutural da formação Serra do Martins, nos platôs de Portalegre, Martins e Santana/RN

This dissertation deals with sedimentological and structural framework of the siliciclastic rock of the Serra do Martins Formation (FSM) in the Portalegre, Martins and Santana plateau, located to the south of Potiguar Basin, in the southwest and central Rio Grande do Norte state. This formation, regarded as of Oligo-Miocene age based on intrusive relations of the Miocene Macau volcanics, has a still disputable age due to the lack of appropriate bio and/or chronostratigraphic markers. The FSSM deposits crop out along 650 to 750 m high plateau, as a remanescent sedimentary cover directly overlying topographically uplifted pre-cambrian crystalline rocks. During the last decades, these deposits were interpreted according to a Tertiary paleoclimatic evolutionary model, associated to pedogenetic processes. The sedimentological characterization of the FSM was done through a detailed study of its facies, petrography and diagenetic features. The facies study was based on description of field relations, textures and structures, the piling up of the strata and their lateral variations. The FSM was deposited by an anastomosing to coarse-meandering fluvial system, including deposits of lag, cannel-fill, ouver-bank and flood plain. The petrographic composition of the sediments, coupled to their facies and paleocurrent directions, suggest a rather distal sourcearea, to the south of the present plateau. The diagenetic study identified an incipient grain mechanical compaction, pronounced dissolution of the framework, matrix and/or cement components, intense precipitation of kaolinite, silic and, eventually, iron oxides, besides mechanical infiltration of the clays. Most of these events, regarded in the literature as associated to near-surface conditions (eo or telodiagenesis), indicate the FSM sediments were never deeply buried. Topographic relations along longitudinal and transversal sections reaching the Potiguar Basin to the north identified regional dips that allow to discuss stratigraphic correlations between the FSM and the basin formations. The sedimentological features of the different units and the intrusive relations of the Macau volcanics were also considered in these correlations,which support the Oligo-Miocene age previously accepted for the FSM. Concerning the tectonic framework of the FSM, this work investigated the pre-cambrian to cretaceous heritage and the cenozoic deformation, allowing the recognition of pre-, sin and post-FSM structures. The crystalline basement, belonging to the Seridó Belt, displays NE and WNW foliation trends related to the Brasiliano-age ductile shear zones. In this terrain, brittle-ductile and brittle NE- and NW-trending structures, associated with extensional joints filled with pegmatites and quartz veins, are related to an E-W compression by the end of Brasiliano Cycle. The E-W joints and NE-trending fractures were reactivated by N-S to N-S to NW extension during late Jurassic to Cretaceous times, controlling the emplacement of the Rio Ceará-Mirim basic dyke swarm and the opening of the Potiguar rift basin

Diuron-Induced Rat Bladder Epithelial Cytotoxicity

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Influência do método de fenação e tempo de armazenamento sobre a composição bromatológica e ocorrência de fungos no feno de alfafa (Medicago sativa, L. cv. Flórida 77)

O experimento objetivou estudar a influência de 24 tratamentos resultantes do arranjo fatorial 6 x 4, referente a seis métodos de fenação e quatro tempos de armazenamento em delineamento inteiramente casualizado, com cinco repetições para análise bromatológica e quatro para determinação de fungos. Os métodos de fenação consistiram em: T1 - (sombra, E) secagem à sombra, a forrageira foi levada para o galpão imediatamente após o corte e mantida espalhada (E); T2 e T3 - o material permaneceu ao sol até perder 50% do peso e posteriormente foi seco à sombra, sendo o T2 espalhado (sol 50%, E) e o T3 amontoado - A (sol 50%, A); T4 e T5, consistiram do recolhimento da forragem para completar sua secagem à sombra, após viragem e perda de 60% de peso sob exposição ao sol, T4 espalhada (sol 60%, E), T5 amontoada (sol 60%, A) e o T6 perda de 80% do peso sob exposição ao sol e posteriormente amontoado à sombra (sol 80%, A). Os quatro tempos de armazenamento foram: 0, 15, 30 e 60 dias. Verificou-se que os fenos nos quais o material ficou mais tempo exposto ao sol apresentaram pior qualidade em termos de PB, FDN e FDA. A ocorrência de fungos foi maior no feno seco à sombra (T1) e naqueles em que a forragem foi amontoada, devido à ausência de aeração para retirada de umidade. O método mais adequado para a conservação da alfafa consistiu na exposição da forragem ao sol até a perda de 50% do peso da forragem original, com posterior secagem do material espalhado à sombra.

Long-term accumulation and microdistribution of uranium in the bone and marrow of beagle dog

The accumulation and microdistribution of uranium in the bone and marrow of Beagle dogs were determined by both neutron activation and neutron-fission analysis. The experiment started immediately after the weaning period, lasting till maturity. Two animal groups were fed daily with uranyl nitrate at concentrations of 20 and 100 mug(-1) food. of the two measuring techniques, uranium accumulated along the marrow as much as in the bone, contrary to the results obtained with single, acute doses. The role played by this finding for the evaluation of radiobiological long-term risks is discussed. It was demonstrated, by means of a biokinetical approach, that the long-term accumulation of uranium in bone and marrow could be described by a piling up of single dose daily incorporation.

Análise de extração de madeira de eucalipto com forwarder em floresta de primeira e segunda rotação

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Biodigestão anaeróbia da cama de frangos de corte com ou sem separação das frações sólida e líquida

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Migração em profundidade pré-empilhamento utilizando os atributos cinemáticos do empilhamento por superfície de reflexão comum

O empilhamento por superfície de reflexão comum (ou empilhamento SRC), conhecido como empilhamento CRS, do inglês Commom reflection surface, constitui-se em um novo método para o processamento sísmico na simulação de seções afastamento nulo (AN) e afastamento comum (AC). Este método é baseado em uma aproximação paraxial hiperbólica de segunda ordem dos tempos de trânsito de reflexão na vizinhança de um raio central. Para a simulação de seção AN, o raio central é um raio normal, enquanto que para a simulação de uma seção AC o raio central é um raio de afastamento finito. Em adição à seção AN, o método de empilhamento SRC também fornece estimativas dos atributos cinemáticos do campo de onda, sendo aplicados, por exemplo, na determinação (por um processo de inversão) da velocidade intervalar, no cálculo do espalhamento geométrico, na estimativa da zona de Fresnel, e também na simulação de eventos de tempos de difrações, este último tendo uma grande importância para a migração pré-empilhamento. Neste trabalho é proposta uma nova estratégia para fazer uma migração em profundidade pré-empilhamento, que usa os atributos cinemáticos do campo de onda derivados do empilhamento SRC, conhecido por método CRS-PSDM, do inglês CRS based pre-stack depth migration. O método CRS-PSDM usa os resultados obtidos do método SRC, isto é, as seções dos atributos cinemáticos do campo de onda, para construir uma superfície de tempos de trânsito de empilhamento, ao longo da qual as amplitudes do dado sísmico de múltipla cobertura são somadas, sendo o resultado da soma atribuído a um dado ponto em profundidade, na zona alvo de migração que é definida por uma malha regular. Similarmente ao método convencional de migração tipo Kirchhoff (K-PSDM), o método CRS-PSDM precisa de um modelo de velocidade de migração. Contrário ao método K-PSDM, o método CRS-PSDM necessita apenas computar os tempos de trânsito afastamento nulo, ao seja, ao longo de um único raio ligando o ponto considerado em profundidade a uma dada posição de fonte e receptor coincidentes na superfície. O resultado final deste procedimento é uma imagem sísmica em profundidade dos refletores a partir do dado de múltipla cobertura.