Letteratura scientifica selezionata sul tema "Roches salines"
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Articoli di riviste sul tema "Roches salines":
Correia, João Paulo Araújo, e João Paulo Lima Santos. "AVALIAÇÃO NUMÉRICA DA INTEGRIDADE ESTRUTURAL DE REVESTIMENTO DE POÇOS DE PETRÓLEO EM ZONAS DE ALTA PRESSÃO E ALTA TEMPERATURA E ÁREAS DE ROCHAS SALINAS". HOLOS 1 (18 luglio 2017): 292. http://dx.doi.org/10.15628/holos.2017.5178.
Pershina, Elisaveta V., Gaik S. Tamazyan, Alexandr S. Dolnik, Alexander G. Pinaev, Nurlan H. Sergaliev e Evgeniy E. Andronov. "STUDYING THE STRUCTURE OF SOIL MICROBIAL COMMUNITY IN SALINE SOILS BY HIGH-THROUGHPUT PYROSEQUENCING". Ecological genetics 10, n. 2 (15 giugno 2012): 32–39. http://dx.doi.org/10.17816/ecogen10232-39.
BOBCO, Fabia Emanuela Rafaloski, Karin GOLDBERG e Tatiana Pastro BARDOLA. "Modelo deposicional do Membro Ipubi (Bacia do Araripe, nordeste do Brasil) a partir da caracterização faciológica, petrográfica e isotópica dos evaporitos". Pesquisas em Geociências 44, n. 3 (28 maggio 2017): 431. http://dx.doi.org/10.22456/1807-9806.83267.
SÁ, Carlos Dinges Marques de, Danilo dos Santos BARRETO e Maria de Lourdes da Silva ROSA. "MINERALOGIA, GEOQUÍMICA E INCLUSÕES FLUIDAS DAS MINERALIZAÇÕES FILONIANAS HIDROTERMAIS DE FLUORITA DO STOCK MINGU, SUL DA PROVÍNCIA BORBOREMA". Geosciences = Geociências 42, n. 4 (15 gennaio 2024): 447–65. http://dx.doi.org/10.5016/geociencias.v42i4.17582.
Kiyaga, Charles, Youyi Fong, Christopher Okiira, Grace Esther Kushemererwa, Ismail Kayongo, Iga Tadeo, Christine Namulindwa et al. "HIV viral load assays when used with whole blood perform well as a diagnostic assay for infants". PLOS ONE 17, n. 6 (30 giugno 2022): e0268127. http://dx.doi.org/10.1371/journal.pone.0268127.
Isenberg, D., R. Furie, N. S. Jones, P. Guibord, J. Galanter, C. Lee, A. Mcgregor et al. "OP0233 EFFICACY, SAFETY, AND PHARMACODYNAMIC EFFECTS OF THE BRUTON’S TYROSINE KINASE INHIBITOR, FENEBRUTINIB (GDC-0853), IN MODERATE TO SEVERE SYSTEMIC LUPUS ERYTHEMATOSUS IN A PHASE 2 CONTROLLED STUDY". Annals of the Rheumatic Diseases 79, Suppl 1 (giugno 2020): 148.1–148. http://dx.doi.org/10.1136/annrheumdis-2020-eular.2949.
Makadzange, A. Tariro, F. Kathryn Boyd, Benjamin Chimukangara, Collen Masimirembwa, David Katzenstein e Chiratidzo E. Ndhlovu. "A Simple Phosphate-Buffered-Saline-Based Extraction Method Improves Specificity of HIV Viral Load Monitoring Using Dried Blood Spots". Journal of Clinical Microbiology 55, n. 7 (3 maggio 2017): 2172–79. http://dx.doi.org/10.1128/jcm.00176-17.
Quintana, Manuel, Kapil Nanwani, Charbel Maroun, Elena Elena Muñoz, Ana María Martínez, Mar Gutierrez, Elena G Arias-Salgado et al. "Study of the Effect of Fibrinogen, Factor XIII and Recombinant Activated Factor VII in a Model of Trauma-Induced Coagulopathy". Blood 136, Supplement 1 (5 novembre 2020): 6–7. http://dx.doi.org/10.1182/blood-2020-142482.
Farnsworth, Christopher W., Nicole M. Logsdon, Jennifer E. Hayes, Rehan Rais, Maria A. Willrich e Ann M. Gronowski. "Limitations of Free Light Chain Assays caused by the Matrix Effect". Journal of Applied Laboratory Medicine 5, n. 2 (6 febbraio 2020): 311–19. http://dx.doi.org/10.1093/jalm/jfz021.
Bromberg, Jacoline, Jeanette Doorduyn, Johanna W. Baars, Gustaaf Van Imhoff, Roelien Enting e Martin van den Bent. "Acute Painful Radiculopathy After Intrathecal Rituximab". Blood 116, n. 21 (19 novembre 2010): 4920. http://dx.doi.org/10.1182/blood.v116.21.4920.4920.
Tesi sul tema "Roches salines":
Boidin, Elie Homand Françoise Thomas Fabien. "Interactions roches/saumures en contexte d'abandon d'exploitations souterraines de sel". S. l. : INPL, 2007. http://www.scd.inpl-nancy.fr/theses/2007_BOIDIN_E.pdf.
Rayot, Véronique. "Altérations du centre de l'Australie : rôle des solutions salines dans la genèse des silcrètes et des profils blanchis /". [Fontainebleau] : Adélaïde : Ecole des mines, Centre d'informatique géologique ; CSIRO, Division of soils, 1994. http://catalogue.bnf.fr/ark:/12148/cb357014896.
Boidin, Elie. "Interactions roches/saumures en contexte d'abandon d'exploitations souterraines de sel". Thesis, Vandoeuvre-les-Nancy, INPL, 2007. http://www.theses.fr/2007INPL010N/document.
The aim of this study is the understanding of the physico-chemical interactions between saturated brine and the rocks (Marnes Irisées inférieures) enclosing the underground salt workings in Lorraine (eastern France), and also the study of their effect on the mechanical behaviour. A multi-scale study was undertaken, from the mineral scale to the one of a salt working. Whereas anhydrite-rich argillites flake quickly with the presence of saturated brine at the border of solutions cavities, the dolomudstone and massive anhydrite don’t and can constitute the top of cavities for several years. In order to explain this difference, these three lithologies were analysed in terms of mineralogy, micro-texture and porous media. Then, samples of argillites and massive anhydrite were immersed in saturated brines for more than one year. Chemical and microscopic analysis testified the hydration of anhydrite crystals into gypsum. This transformation occurs in a superficial way on massive anhydrite; to the contrary, it is located inside the anhydrite-rich argilites. As this transformation induces a volume increasing of 63%, the anhydrite crystals swell. In saturated brine, the water activity is low enough to prevent the swelling of clays such as smectites. Thus, anhydrite swelling might be the responsible of the argillites splitting in a saturated brine environment. The superficial anhydrite hydration on massive anhydrite can be explained by the low values of connected porosity (less than 1%) for this lithology. This results can explain, in a qualitative way, the dilatant behaviour of argilites samples during creep tests with brine. The bending behaviour of massive anhydrite don’t seem to be affected by the presence of brine for one year or less, probably because of the too low porosity of this lithology
Colas, Estel. "Impact de l'humidité et des solutions salines sur le comportement dimensionnel de grès du Buntsandstein : contribution à la sélection de faciès de restauration". Thesis, Reims, 2011. http://www.theses.fr/2011REIMS031/document.
The aim of this study was to highlight relevant stone parameters on which the durability of Triassic siliceous sandstones could be predicted in order to contribute to the selection of the potential restoration stones in the built heritage and especially on the cathedral of Strasbourg. An experimental comparative study was made on 5 quarry sandstones to discriminate and 2 exposed sandstones from the monument. The two exposed pieces showed opposite weathering behaviors and states of cohesion that could allow a better definition of the parameters involved in the salt weathering of sandstones. The pore structures and the clay coating properties of sandstones underlined the major role of the clay minerals (quantity, nature and specific surface area) in the dilation behavior under humidity variations as well as in hydrodynamical and mechanical behaviors of sandstones. Three types of salt weathering test were carried out on sandstones. The clay-salt interaction was emphasized by the modifications of the dilation behaviors after salt contamination upon salt nature, NaCl or Na2SO4. A classification of stone susceptibility to salt damages had been proposed as well as an index of salt susceptibility of sandstone had been formulated. The mineralogical and mechanical contributions could justify stone susceptibility to salt damage
Sahyouni, Farah Al. "Impact Thermo-Hydro-Bio-Chemio-Mécanique du stockage géologique souterrain de H₂". Electronic Thesis or Diss., Université de Lorraine, 2021. http://www.theses.fr/2021LORR0297.
Hydrogen produced from water electrolysis appears to be the best candidate for large- scale geological storage to cover the intermittency of renewable energy. It can be stored either in salt caverns or in porous rocks like saline aquifers and depleted oil and gas reservoirs. This thesis proposes an evaluation of the risk of gas leakage in the case of salt cavities and the risk of biogeochemical alteration of the gas stock in the case of porous reservoir rocks. Rock salt is a polycrystalline material with very low intrinsic permeability in undisturbed zones (around 10-21m2). It sealing capacity is due to the specific features of salt mechanical behavior and gas flow in such unconventional reservoirs (Klinkenberg effect). Deviatoric loading under low confining pressure (1MPa) induces a moderate increase in gas permeability from the dilatancy threshold due to microcracking disturbing the impermeability. So, understanding the complex relationship between permeability evolution and the mechanical and thermal solicitations is important to survey any possible risk of leakage. So, we performed a complete set of laboratory experiments on a rock salt specimen (MDPA in the East region of France). The porosity of the studied rock salt is very low (~1%) and the initial permeability varies over 4.5 orders of magnitude. Klinkenberg effect is only observed for the less damaged samples. The poroelastic coupling is almost negligible. Deviatoric loading under low confining pressure (1MPa) induces a moderate increase in gas permeability from the dilatancy threshold due to microcracking. Measurement of ultrasonic wave velocities during uniaxial compression showed an almost irreversible closure of pre-existing microcracks and the opening of axial microcracks that are perpendicular and parallel to the stress direction allowing a precise determination of the dilatancy threshold. Under higher confining pressure (5MPa), the material becomes fully plastic which practically eliminates damage. Under hydrostatic loading, gas permeability decreases because of the self-healing process. All these results give strong confidence in that underground hydrogen storage in salt caverns is the safest solution. In the case of porous reservoir rocks, hydrogen injection can induce geochemical redox reactions between the fluids and minerals and unwanted consumption of hydrogen stock catalyzed by microorganisms tolerating extreme conditions of deep saline aquifers and reservoirs.To study these phenomena, we developed a new experimental device to simulate the biochemical activity under extreme conditions (T=35°C, PH2=50bar, Pconfinement=200bar). The outflowing gas was automatically sampled with a HP-LP valve and the concentration was measured with a micro-gas chromatograph to quantify any change due to hydrogen bio-consumption. We chose to work on the Vosges sandstone where we incubate the Shewanella putrefaciens bacteria that reduce iron in the presence of hydrogen to produce energy. Its metabolism and performance as hydrogenotrophic bacteria were first tested in batch conditions on a rock powder. Results showed that this type of bacteria can reduce the iron present in the medium using endogenous sources of electrons first then hydrogen in the medium but preferentially dissolved hydrogen. Under triaxial conditions, the bacterial activity doesn’t seem to have a significant impact, whatever the initial hydrogen concentration (70% or 5%) and the sampling frequency (one or three days). Many hypotheses are proposed to explain the observed differences between batch and triaxial conditions: the scarcity of dissolved hydrogen in residual water, the low exchange surface for biogeochemical reactions in the case of solid core samples, the slow kinetic of hydrogen consumption by S. Despite the remaining uncertainties related to our experiments, our preliminary results suggest that the underground storage of pure hydrogen in porous reservoir rocks is not severely threatened by [...]
Mercerat, Enrique Diego. "Sismicité induite et modélisation numérique de l'endommagement dans un contexte salin". Thesis, Vandoeuvre-les-Nancy, INPL, 2007. http://www.theses.fr/2007INPL053N/document.
Within the framework of a research program carried out by the GISOS (Scientific Grouping of Research Interest on the Impact and Safety of Underground Works), the pilot site of Cerville-Buissoncourt (Lorraine, France) was the subject of a large geophysical and geotechnical instrumentation to ensure the monitoring of a salt cavity at 200 m depth, from its stationary state to the final overburden collapse. The main objectives of this work consisted on : 1) the validation of the microseismic monitoring technique in a salt mine environment, and 2) the numerical modelling of the mechanical behavior of the overburden, particularly the initiation and the propagation of microcracks. The analysis of the recorded induced seismicity allowed to characterize the initial state of the cavity in terms of microseismic activity. Two types of events were identified : isolated events corresponding to localized ruptures, and swarms of events, of tens of seconds of duration. According to hypocenter location results, the totality of the recorded seismicity is generated either in the cavity surroundings within the salt layer, or in the marly facies of the current cavity roof. Swarms would be related to delamination of clayley marls in the immediate roof, followed by rock debris falling in the brine filled cavity. The numerical modelling was focused on the possibility of accounting for the damage in the fragile layers of the overburden. We implemented a hybrid geomechanical model of the pilot site which integrates the various geological formations present in the overburden, as well as the initiation, the propagation and the coalescence of microcracks in the stiff layer, using FLAC and PFC2D softwares. The calibration of the discrete PFC2D model to reproduce the tensile behaviour of the stiff layer was numerically checked on the site scale. The validation was based on the comparison, in terms of the elastic response and the damage onset in the stiff layer, between the hybrid approach FLAC-PFC2D and the purely continuous modelling using FLAC. The hybrid model thus defined would be used for back-analysis studies once in-situ measurements, in particular microseismic recordings and deformation data, will be available at Cerville-Buissoncourt
Bresolin, Geovani. "Simulação do comportamento dúctil de rochas salinas". reponame:Repositório Institucional da UFSC, 2012. http://repositorio.ufsc.br/xmlui/handle/123456789/93678.
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O objetivo da dissertação consiste em investigar o modelo constitutivo, proposto por Yahya, Aubertin e Julien, para rochas salinas, propor um algoritmo implícito e desenvolver um software para a análise do comportamento dúctil de rochas salinas, o qual ocorre nas condições para o desenvolvimento de campos de petróleo em águas profundas. A rocha salina é modelada como sendo um sólido elasto-viscoplástico, sem superfície de escoamento, sujeito a pequenas deformações e deslocamentos. O modelo utiliza variáveis internas ligadas aos fenômenos de endurecimento isotrópico e cinemático. Também incorpora os fenômenos de recuperação estática e dinâmica verificados experimentalmente na resposta de rochas salinas sob carregamentos gerais. A resposta em fluência do material é descrita por uma fase transiente e uma fase estacionária, as quais obedecem a uma regra de fluxo viscoplática, que depende da evolução das variáveis internas. Estas variáveis evoluem com o tempo descrevendo a fluência primária e saturam em um instante posterior possibilitando a descrição da fluência secundária. A evolução das variáveis internas é descrita através da especificação de leis de evolução, as quais são conduzidas por mecanismos que operam concomitantemente, tais como, endurecimento e amolecimento, sendo seus respectivos valores de saturação obtidos por equações dependentes do valor de saturação da tensão equivalente de von Mises, o qual é derivado através de uma equação seno hiperbólico, baseada em leis físicas, que representa o fluxo estacionário do material. Para a discretização das equações de evolução foi utilizado um método incremental implícito. Para a discretização do problema incremental foi aplicado o método de Galerkin conjuntamente com o método dos elementos finitos, utilizando na discretização do domínio geométrico um elemento finito quadrático triangular de seis nós. O software foi desenvolvido em linguagem Fortran orientada a objetos e utilizado na simulação de alguns ensaios mecânicos empregados na identificação das constantes materiais necessárias para a caracterização do modelo de rochas salinas. Dentre os vários ensaios utilizados, foram considerados os ensaios: de resistência à compressão uniaxial e triaxial; de fluência à compressão uniaxial e triaxial; de relaxação e de compressão diametral.
Pabón, Ruiz Yineth Johana. "Estudo bidimensional de cavernas em rochas salinas para armazenamento de gás". reponame:Repositório Institucional da UnB, 2015. http://dx.doi.org/10.26512/2015.03.D.18284.
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O armazenamento subterrâneo de gás e petróleo têm dois grandes propósitos: o primeiro deles pretende garantir a produção de petróleo de maneira constante e o segundo satisfazer uma relação ótima entre a produção e a demanda, o que é uma forma importante de regular as flutuações de preços. No Brasil, segundo Costa (2013), o papel da atividade de exploração e produção de gás natural até a década de 90 era muito mais de complementar e auxiliar a produção de petróleo do que de suprir o mercado de gás, mas no momento o setor está passando por mudanças significativas. Ao longo das últimas duas décadas, o consumo e a produção de gás natural cresceram e as reservas provadas aumentaram significativamente. Estudos recentes sugerem que as reservas brasileiras conhecidas irão aumentar ainda mais acentuadamente no futuro. Considerando essas variações de consumo, produção, infraestrutura e as reservas, é pertinente questionar a importância do armazenamento de gás no Brasil, pois atualmente, o gás é produzido e diretamente enviado pela rede de gasodutos para as unidades de tratamento de gás para ser especificado e posteriormente distribuído. A partir da necessidade exposta anteriormente e a espessura e continuidade da camada de sal que compõe as reservas de petróleo do pré-sal, estuda-se o comportamento de fluência da rocha salina composta principalmente por halita como local de construção de cavernas abertas por dissolução no mar aberto, para armazenamento de gás. Este estudo baseou-se na simulação no software de elementos finitos Abaqus da convergência de uma caverna de um diâmetro de 60 m e altura de 150 m construída a 3.500 m de profundidade em mar aberto, para um tempo de operação de 30 anos, sob condições diferentes de temperatura do maciço hospedeiro e pressão interna; através da lei potencial de fluência. Estas simulações permitiram encontrar uma combinação de temperatura e pressão interna mínima ótima para redução no volume ao final de tempo de operação próximo a 20%. Além do anterior os resultados mostram que a influência da temperatura na redução do volume da caverna é do tipo linear e as variações de pressão no interior permite concluir um comportamento parabólico de quarta ordem difícil de ajustar a uma só equação matemática.
Underground oil and gas storage have two purposes: the first one aims to ensure constant oil production and the second one, consist in satisfy an optimum relationship between production and demand, which is an important form to regulate price fluctuations. In Brazil, according to Costa (2013), the role for exploration activity and natural gas production until the 90s was more of a complementary and auxiliary activity for oil production than for supplying the gas market, but nowadays this sector is going through significant changes. Over the past two decades, the consumption and production of natural gas grew, and proved reserves increase significantly. Recent studies suggest that the known Brazilian reserves will increase even more pronounced in the future. Given these changes in consumption, production, infrastructure and reserves it is questionable the importance of gas storage in Brazil, since the gas is produced and sent directly by the pipeline network for gas treatment units to be specified and subsequently distributed. From the need exposed above and the thickness and continuity of the salt layer that composes the oil reserves in the pre-salt, it is studied creep behavior in salt rocks consisting mainly of halite in locations where caverns construction are held by dissolving method, at open sea for gas storage. This study was based on a cavern convergence simulation in the finite element software Abaqus. Cavern dimensions were set up to be of 60 m diameter, and 150 m height at 3.500 m deep at open sea, with an operating time of 30 years, under different conditions of temperature and internal pressure; by potential creep law. Such simulations allowed us to find a good combination of temperature and a minimum optimum internal pressure to decrease volume at the end of the operating time to approximately 20%. In addition to this, results showed that temperature influence in the cavern volume reduction is of linear type and it can be concluded that pressure variations inside the cavern have a fourth order parabolic behavior difficult to adjust to a mathematical equation.
Bresolin, Geovani. "Modelo viscoplástico com dano não local aplicado a rochas salinas sob deformações finitas". reponame:Repositório Institucional da UFSC, 2016. https://repositorio.ufsc.br/xmlui/handle/123456789/169082.
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O presente trabalho consiste em propor um modelo constitutivo elastoviscoplástico com dano não local para a análise do comportamento dúctil e frágil de rochas salinas, no âmbito de grandes deformações, e desenvolver um sistema computacional, baseado no método dos elementos finitos, visando à solução de problemas em estado plano de deformações e axissimétricos. A formulação do modelo procede com uma descrição Lagrangeana total e considera as equações constitutivas escritas em termos da medida de deformação de Hencky e da tensão rotacionada de Kirchhoff. A modelagem da resposta dúctil (fluência primária e secundária) é descrita adotando um critério de escoamento de Drucker-Prager e a lei de fluência de Multimecanismos de Deformação (M-D) ou uma versão modificada da lei de Mecanismo Duplo. A descrição da degradação da rocha é baseada em um modelo constitutivo desenvolvido para a análise do comportamento de geomateriais, o qual considera o dano perante deformações volumétricas expansivas e permite estimar o comportamento frágil da rocha. No modelo teórico proposto considera-se, ainda, uma teoria não local de dano baseada na teoria de primeiro gradiente do dano, tendo como objetivo principal reduzir a sensibilidade da malha de elementos finitos na resposta dos problemas. Além disso, propôs-se um método numérico semi-implícito, na formulação incremental do problema, com a finalidade de obter soluções numéricas aproximadas utilizando o método de elementos finitos de Galerkin. A fim de validar o modelo proposto e o código implementado foram simulados numericamente alguns ensaios mecânicos de rochas, além da simulação do comportamento de distintos túneis em formações salinas para fins de avaliação qualitativa das respostas da fluência e do dano. O modelo constitutivo proposto, através do código desenvolvido, forneceu uma representação adequada do comportamento de fluência das rochas salinas e descreveu qualitativamente bem o dano gerado nestas rochas.
Abstract : The objectives of this study were to propose an elasto-viscoplastic constitutive model with non-local damage for the analysis of the ductile and brittle behavior of rock salt under finite strains, and develop a computer system, based on the finite element method, in order to solve plane strain and axisymmetric problems. The model formulation proceeds with a total Lagrangian description and considers the constitutive equations written in terms of the Hencky strain measure and the rotated Kirchhoff stress. The modeling of the ductile response (primary and secondary creep) is described employing the Drucker-Prager yield criterion and the Multi-mechanism Deformation (M-D) model for creep or a modified version of the Double Mechanism creep law. The description of rock degradation is based on a constitutive model developed for the analysis of the behavior of geomaterials, which considers the damage under expansive volumetric strains and allows the brittle behavior of the rock to be estimated. In the proposed theoretical model a non-local damage theory based on the first gradient theory for damage is also considered, mainly in order to reduce the sensitivity of the response of the finite elements mesh to the problems. Moreover, in the incremental formulation of the problem a semi-implicit numerical scheme is proposed, aimed at obtaining approximate numerical solutions using the Galerkin finite element method. In order to validate the proposed model and the code implemented some rock mechanical tests were numerically simulated along with the behavior of different tunnels in saline formations to obtain a qualitative evaluation of creep and damage responses. The proposed constitutive model, through the code developed, provided an acceptable representation of the creep behavior of rock salt and good qualitative description of the damage generated in these rocks.
Araújo, Catarina Nogueira de. "Desenvolvimento de um elemento finito para modelagem do comportamento de poços verticais em rochas salinas". Universidade Federal de Alagoas, 2012. http://www.repositorio.ufal.br/handle/riufal/3504.
FUNDEPES - Fundação Universitária de Desenvolvimento de Extensão e Pesquisa
PRH-ANP - Programa de Recursos Humanos da Agência Nacional do Petróleo
Este trabalho apresenta o desenvolvimento de um elemento finito axissimétrico para a simulação do comportamento viscoso de rochas salinas durante a perfuração de poços verticais. Baseado na formulação em deslocamento do Método dos Elementos Finitos e utilizando funções de interpolação no formato da solução do problema elástico simplificado, o uso do elemento permite representar com poucos graus de liberdade os fenômenos envolvidos no sistema em questão. A utilização do elemento proposto na modelagem numérica do problema fornece respostas mais precisas e em menos tempo, auxiliando tanto na elaboração de projetos de poços como no acompanhamento de sua execução, em análises de risco e na calibração dos parâmetros viscosos das rochas em situações de escala real. A vantagem de se ter disponível um modelo com poucos graus de liberdade representativo do problema posto é a rapidez com que resultados podem ser obtidos. Para verificação da eficiência do elemento finito proposto são apresentados resultados e comparações com o elemento clássico, com funções de interpolação exclusivamente polinomiais, usualmente utilizado para discretizar esse problema.
Libri sul tema "Roches salines":
Saline water and gases in crystalline rocks. St. John's, Nfld., Canada: Geological Association of Canada, 1987.
Bažant, Zdenek P., Jia-Liang Le e Marco Salviato. Quasibrittle Fracture Mechanics and Size Effect. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780192846242.001.0001.
Capitoli di libri sul tema "Roches salines":
Shvyryaeva, A. M. "On the Possibility of Applying the Geobotanical Method in the Search for Saline-Dome Structures in the North Caspian Area". In Plant Indicators of Soils, Rocks, and Subsurface Waters, 165–69. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4899-4914-1_33.
Horn Filho, Norberto Olmiro, e Carlos Roney Tagliani. "Recursos Minerais da Planície Costeira". In Recursos Minerais Marinhos. Sociedade Brasileira de Geofísica - SBGf, 2023. http://dx.doi.org/10.22564/sbgfbook.cad5.2023.cap2.
Hutchison, Charles S. "Mississippi Valley-type epigenetic deposits". In South-East Asian Oil, Gas, Coal and Mineral Deposits, 210–15. Oxford University PressOxford, 1996. http://dx.doi.org/10.1093/oso/9780198542957.003.0013.
Martins da Silva, Maria Augusta, Flávio Zaborne Oliver, Lauro Júlio Calliari e Tim Lowenstein. "Evaporitos". In Recursos Minerais Marinhos. Sociedade Brasileira de Geofísica - SBGf, 2023. http://dx.doi.org/10.22564/sbgfbook.cad5.2023.cap4.
Davis, Richard. "Introduction: Enter the Internet". In The Web Of Politics, 3–8. Oxford University PressNew York, NY, 1999. http://dx.doi.org/10.1093/oso/9780195114843.003.0001.
Willner, A. P., C. R. van Staal, J. Glodny, M. Sudo e A. Zagorevski. "Conditions and timing of metamorphism near the Baie Verte Line (Baie Verte Peninsula, NW Newfoundland, Canada): Multiple reactivations within the suture zone of an arc-continent collision". In New Developments in the Appalachian-Caledonian- Variscan Orogen. Geological Society of America, 2022. http://dx.doi.org/10.1130/2022.2554(09).
ALINE OLIVEIRA DA, SILVA, SILVA ALASSE OLIVEIRA DA, LIMA SILVIA KALINI DOS SANTOS DE, VIÉGAS ISMAEL DE JESUS MATOS e SILVA DIOCLÉA ALMEIDA SEABRA. "PRODUÇÃO DE MATÉRIA SECA EM MUDAS DE AÇAIZEIRO (Euterpe Oleracea Mart.) CULTIVAR BRS PAI D’ÉGUA, CULTIVADOS EM LATOSSOLO AMARELO TEXTURA MÉDIA, EM FUNÇÃO DA CALAGEM". In PERSPECTIVAS DAS CIÊNCIAS AGRÁRIAS NA SOCIEDADE 5.0: EDUCAÇÃO, CIÊNCIA, TECNOLOGIA E AMOR, 222–27. Instituto Internacional Despertando Vocações, 2020. http://dx.doi.org/10.31692/978-65-88970-07-2.222-227.
EULER DOS SANTOS, SILVA, ALVES ELIZABETH CRISTINA GURGEL DE ALBUQUERQUE, SILVA ANNE CAROLINNE RODRIGUES LINHARES DA e SOUSA ROBSON ALEXSANDRO DE. "QUANTIFICAÇÃO DE ÍONS TÓXICOS NO LIXIVIADO DO SOLO SUBMETIDO A ADUBAÇÃO ORGÂNICA E IRRIGADO COM ÁGUA SALINA". In PERSPECTIVAS DAS CIÊNCIAS AGRÁRIAS NA SOCIEDADE 5.0: EDUCAÇÃO, CIÊNCIA, TECNOLOGIA E AMOR, 215–21. Instituto Internacional Despertando Vocações, 2020. http://dx.doi.org/10.31692/978-65-88970-07-2.215-221.
Turner, Stephen J., Graeme Reynolds e Steffen G. Hagemann. "Chapter 13: Boddington: An Enigmatic Giant Archean Gold-Copper (Molybdenum-Silver) Deposit in the Southwest Yilgarn Craton, Western Australia". In Geology of the World’s Major Gold Deposits and Provinces, 275–88. Society of Economic Geologists, 2020. http://dx.doi.org/10.5382/sp.23.13.
Bethke, Craig M. "Evaporation". In Geochemical Reaction Modeling. Oxford University Press, 1996. http://dx.doi.org/10.1093/oso/9780195094756.003.0022.
Atti di convegni sul tema "Roches salines":
Wang, Bo, Xiangzeng Wang, Yiming Chen, Quansheng Liang e Fanhua Zeng. "A Review-Dissolution and Mineralization Storage of CO2 Geological Storage in Saline Aquifers". In SPE Canadian Energy Technology Conference and Exhibition. SPE, 2023. http://dx.doi.org/10.2118/212790-ms.
Ennin, Edward. "Carbon Dioxide Sequestration and Drainage in Saline Aquifer". In SPE Trinidad and Tobago Section Energy Resources Conference. SPE, 2021. http://dx.doi.org/10.2118/200911-ms.
Kuzin, D. A. "STUDY OF THE INSOLUBLE RESIDUE OF SALINE ROCKS OF THE VERKHNEKAMSKOYE DEPOSIT". In Проблемы минералогии, петрографии и металлогении. Научные чтения памяти П. Н. Чирвинского. Perm State University, 2023. http://dx.doi.org/10.17072/chirvinsky.2023.154.
Tariq, Zeeshan, Abdulazeez Abdulraheem, Salaheldin Elkatatny, Mohamed Mahmoud, Arqam Muqtadir e Mobeen Murtaza. "Geomechanical Studies on CO2 Sequestrated Rocks in an Aqueous Saline Environment". In SPE Kingdom of Saudi Arabia Annual Technical Symposium and Exhibition. Society of Petroleum Engineers, 2018. http://dx.doi.org/10.2118/192242-ms.
Nolting, Andrea F., George A. Eleftheriou, Hisham M. Alqassab e Martin J. Terrell. "Impact of Heterogeneity on CO2 Storage in Carbonate Saline Aquifers". In International Petroleum Technology Conference. IPTC, 2024. http://dx.doi.org/10.2523/iptc-23876-ms.
Cui, H. Z., C. M. Niu, H. Y. Li, L. F. Sun e P. Xu. "Saline Environment Source Rocks Evaluation of Continental Rift Basin: A Case Study in LZW Depression, China". In EAGE 2020 Annual Conference & Exhibition Online. European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.202010726.
Belyaeva, T. A., P. P. Bobrov, E. S. Kroshka e A. V. Repin. "Complex dielectric permittivity of saline soils and rocks at frequencies from 10 kHz to 8 GHz". In 2017 Progress In Electromagnetics Research Symposium - Spring (PIERS). IEEE, 2017. http://dx.doi.org/10.1109/piers.2017.8262278.
Kovbasiuk, I. M., O. B. Martsynkiv, Y. M. Femiak, I. I. Vytvytskyi e Y. D. Zhdanov. "Research of the stressed state of saline rocks of Prykarpattia deposits under the influence of thermobaric conditions". In XIV International Scientific Conference “Monitoring of Geological Processes and Ecological Condition of the Environment”. European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.202056048.
Correia, João Paulo Araújo, e João Paulo Lima Santos. "Avaliação Numérica da Integridade Estrutural de Revestimento de Poços de Petróleo em Zonas de Alta Pressão e Temperatura (HPHT) e Áreas de Rochas Salinas". In XXXVI Iberian Latin American Congress on Computational Methods in Engineering. Rio de Janeiro, Brazil: ABMEC Brazilian Association of Computational Methods in Engineering, 2015. http://dx.doi.org/10.20906/cps/cilamce2015-0662.
Tariq, Zeeshan, Bicheng Yan e Shuyu Sun. "A Deep Learning Framework to Forecast Spatial-Temporal Dynamics of CO2 Mineralization in Reactive Rocks". In ADIPEC. SPE, 2023. http://dx.doi.org/10.2118/216998-ms.
Rapporti di organizzazioni sul tema "Roches salines":
Jefferson, C. W., S. Pehrsson, V. Tschirhart, T. Peterson, L. Chorlton, K. Bethune, J. C. White et al. Geology and metallogeny of the northeast Thelon Basin region, Nunavut, and comparison with the Athabasca Basin, Saskatchewan. Natural Resources Canada/CMSS/Information Management, 2024. http://dx.doi.org/10.4095/332499.
Clark, Donald L., Stefan M. Kirby e Charles G. Oviatt. Geologic Map of the Rush Valley 30' X 60' Quadrangle, Tooele, Utah, and Salt Lake Counties, Utah. Utah Geological Survey, agosto 2023. http://dx.doi.org/10.34191/m-294dm.
Carter, T. R., C E Logan e H. A. J. Russell. Three-dimensional model of dolomitization patterns in the Salina Group A-1 Carbonate and A-2 Carbonate units, Sombra Township, Lambton County, southern Ontario. Natural Resources Canada/CMSS/Information Management, 2024. http://dx.doi.org/10.4095/332363.