An?lise da reativa??o de falhas normais atrav?s da modelagem f?sica com o uso do particle image velocimetry

• Main Author: Sousa, Lu?s Kennedy Andrade de
• Other Authors: 15461483453
• Language: Portuguese
• Published: PROGRAMA DE P?S-GRADUA??O EM GEODIN?MICA E GEOF?SICA 2017
• Subjects: CNPQ::CIENCIAS EXATAS E DA TERRA::GEOCIENCIAS::GEOFISICA; Modelagem f?sica; Falhas normais; Invers?o positiva
• Online Access: https://repositorio.ufrn.br/jspui/handle/123456789/22096

Submitted by Automa??o e Estat?stica ([e-mail]) on 2017-02-20T22:47:58Z No. of bitstreams: 1 LuisKennedyAndradeDeSousa_DISSERT.pdf: 5262819 bytes, checksum: 804c2a834cbc99f7b44d5b9292ca41db (MD5) === Approved for entry into archive by Arlan Eloi Leite Silva ([e-mail]) on 2017-02-24T21:52:22Z (GMT) No. of bitstreams: 1 LuisKennedyAndradeDeSousa_DISSERT.pdf: 5262819 bytes, checksum: 804c2a834cbc99f7b44d5b9292ca41db (MD5) === Made available in DSpace on 2017-02-24T21:52:22Z (GMT). No. of bitstreams: 1 LuisKennedyAndradeDeSousa_DISSERT.pdf: 5262819 bytes, checksum: 804c2a834cbc99f7b44d5b9292ca41db (MD5) Previous issue date: 2016-09-02 === Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior (CAPES) === A modelagem anal?gica, desde o s?culo XIX, vem sendo usada para simular estruturas geol?gicas com o objetivo de entender os mecanismos que controlam sua geometria e cinem?tica. O uso desta ferramenta na ind?stria do petr?leo, para ajudar a interpreta??es s?smicas e, principalmente, para procurar armadilhas estruturais, contribu?ram para difundir o uso desta ferramenta na literatura. Estudos envolvendo a modelagem anal?gica de invers?o de bacias s?o desenvolvidos para melhorar o entendimento dos fatores que influenciam na reativa??o das estruturas pr?-existentes, bem como sua geometria. Neste trabalho, procurou-se analisar a constru??o da arquitetura estrutural de um modelo de sistemas de falhas que sofre invers?o positiva, e analisar a rela??o entre a gera??o de novas falhas e a reativa??o das falhas normais pr?- existentes, durante um evento contracional. Adicionalmente, efetuou-se a an?lise do comportamento e distribui??o do strain ao longo do processo deformacional a partir de imagens obtidas e processadas pelo sistema Particle Image Velocimetry (PIV). Foram estudados duas s?ries de experimentos: i) S?rie I: Analisou-se a gera??o de falhas associadas a gera??o de uma falha l?strica principal e sua reativa??o durante a invers?o cinem?tica. Nesta s?rie, dois tipos de modelos foram realizados: um com a falha l?strica, ortogonal a dire??o de tra??o e compress?o (S?rie IA), e no outro a falha l?strica foi obl?qua (??? = 80?) (S?rie IB). A configura??o estrutural final da invers?o positiva mostrou a reativa??o da falha principal, com a reativa??o de algumas falhas normais que delimitam a estrutura grabenforme. Empurr?es e retroempurr?es s?o desenvolvidos e se enra?zam a partir da por??o basal da falha l?strica, ou se desenvolveram na parte superior do pacote sedimentar, propagando-se em dire??o ? base da estrutura grabenforme; ii) S?rie II: Analisou-se a gera??o de falhas associadas ? forma??o de uma falha mestra planar, ortogonal ? dire??o de tra??o/compress?o. Nestes experimentos procurou-se tamb?m observar o papel da reologia na predisposi??o de falhas normais serem reativadas. Para esta s?rie de experimentos, tr?s tipos de experimentos foram realizados com sequ?ncias pr?-tect?nicas constitu?das por diferentes tipos de material: apenas areia (s?rie IIA); areia e gesso (s?rie IIB); e areia e argila (s?rie IIC). Nos experimentos da s?rie II, a arquitetura estrutural final mostra que falhas normais foram completamente ou parcialmente reativadas, al?m do desenvolvimento de empurr?es e retroempurr?es que seccionam a por??o basal da estrutura grabenforme. Os dados obtidos com o sistema PIV, mostraram que durante o v in?cio da compress?o, a deforma??o foi absorvida primeiramente pela compacta??o do material granular, e que ap?s este processo, ocorre a reativa??o e cria??o de novas falhas, e que determinadas falhas alternam em intervalos ativos e inativos. === Analog modeling has been used since the XIX century to simulate geological structures in order to understand the mechanisms that control their geometry and kinematics. The use of this tool in the oil industry, to help seismic interpretations (mainly searching for structural traps), helped to spread its use in the literature. Studies involving basin inversion are developed to improve understanding factors that influence the reactivation of pre-existing structures as well as their geometry. In this work, we analyze the construction of the structural architecture of a fault system that underwent positive inversion, and analyzed the relationship between the generation of new faults and reactivation of pre-existing normal faults during a contraction event. In addition, the behavior and distribution of strain along the deformation process were performed based on images obtained and processed by Particle Image Velocimetry (PIV) system. Two series of experiments were developed: i) Series I: we analyzed the generation of fault sets associated with a main listric fault and their reactivation during an inversion event. Two types of models were performed: one with listric fault, orthogonal to the direction of tension and compression (series IA), while in the other the l?strica fault was oblique (obliquity = 80) (series IB). The final structural configuration after inversion showed major fault and some of the normal faults (delimiting the grabenform structure) reactivated. Thrust and backthrust were developed from the basal portion of listric fault, or in the upper part of the model, propagating towards the base of grabenform structure; ii) Series II: we analyzed the generation of faults associated with the formation of a planar master fault, orthogonal to the direction of both tension and compression. In these experiments, the role of rheology during normal faults reactivation was analyzed. Three types of experiments were done varying the materials of the pre-tectonic sequences: sand only (series IIA); sand and gypsum ponder (series IIB); and sand and clay (series IIC). These experiments displayed the final architecture with normal faults completely or partially reactivated, and the developed thrusts and backthrust sliced up the basal portion of the grabenform structure. PIV data showed that during the first stages of compression, deformation was absorbed mainly by rearrangement of the granular material (compactation) and only after this process fault reactivation (or new fault) occurs. During deformation, some faults alternated intervals of activity and inactivity.