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Artykuły w czasopismach na temat "Pore Pressure"
Christensen, N. I., i H. F. Wang. "The Influence of pore pressure and confining pressure on dynamic elastic properties of Berea sandstone". GEOPHYSICS 50, nr 2 (luty 1985): 207–13. http://dx.doi.org/10.1190/1.1441910.
Pełny tekst źródłaBruce, Bob, i Glenn Bowers. "Pore pressure terminology". Leading Edge 21, nr 2 (luty 2002): 170–73. http://dx.doi.org/10.1190/1.1452607.
Pełny tekst źródłaLi, Yanzhi, Yue Wu, Weiguo Qiao, Shuai Zhang i Xungang Li. "The Permeability Evolution of Sandstones with Different Pore Structures under High Confining Pressures, High Pore Water Pressures and High Temperatures". Applied Sciences 13, nr 3 (30.01.2023): 1771. http://dx.doi.org/10.3390/app13031771.
Pełny tekst źródłaCao, Hanxue, Ziwei Luo, Chengcheng Wang, Jing Wang, Tao Hu, Lang Xiao i Junqi Che. "The Stress Concentration Mechanism of Pores Affecting the Tensile Properties in Vacuum Die Casting Metals". Materials 13, nr 13 (6.07.2020): 3019. http://dx.doi.org/10.3390/ma13133019.
Pełny tekst źródłaDu, Hao, Jian Zhong Qi, J. X. Wu, S. Q. Du i Tian Ying Xiong. "Structure of Porous Copper Fabricated by Unidirectional Solidification under Pressurized Hydrogen". Materials Science Forum 654-656 (czerwiec 2010): 1030–33. http://dx.doi.org/10.4028/www.scientific.net/msf.654-656.1030.
Pełny tekst źródłaDrake, R. E., S. Dhother, R. A. Teague i J. C. Gabel. "Protein osmotic pressure gradients and microvascular reflection coefficients". American Journal of Physiology-Heart and Circulatory Physiology 273, nr 2 (1.08.1997): H997—H1002. http://dx.doi.org/10.1152/ajpheart.1997.273.2.h997.
Pełny tekst źródłaLetham, Eric Aidan, i Robert Marc Bustin. "Investigating Multiphase Flow Phenomena in Fine-Grained Reservoir Rocks: Insights from Using Ethane Permeability Measurements over a Range of Pore Pressures". Geofluids 2018 (2018): 1–13. http://dx.doi.org/10.1155/2018/5098283.
Pełny tekst źródłaChen, Ke Lin, Jin Bo Lei i Zhi Liu. "Numerical Analysis on the Excess Pore Water Pressure of Pipe-Pile with Hole during the Static-Sinking Pile". Applied Mechanics and Materials 744-746 (marzec 2015): 540–46. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.540.
Pełny tekst źródłaRuth, P. J. van, R. R. Hillis i R. E. Swarbrick. "DETECTING OVERPRESSURE USING POROSITY-BASED TECHNIQUES IN THE CARNARVON BASIN, AUSTRALIA". APPEA Journal 42, nr 1 (2002): 559. http://dx.doi.org/10.1071/aj01032.
Pełny tekst źródłaBurstein, Leonid. "Friction Force of the Sliding Surface with Pores Having a Semicircular Cross Section Form". International Journal of Surface Engineering and Interdisciplinary Materials Science 4, nr 2 (lipiec 2016): 1–22. http://dx.doi.org/10.4018/ijseims.2016070101.
Pełny tekst źródłaRozprawy doktorskie na temat "Pore Pressure"
SILVEIRA, BRUNA TEIXEIRA. "3D PORE PRESSURE ESTIMATION". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31857@1.
Pełny tekst źródłaCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
PROGRAMA DE EXCELENCIA ACADEMICA
Nos projetos de engenharia de poço, o conhecimento das pressões é fundamental para o planejamento do poço e otimização do processo construtivo. Em geral, as estimativas de pressão de poros são feitas baseadas em análises unidimensionais de poços de correlação e dependem da experiência do analista responsável. Tais estimativas não contemplam todos os dados de uma região e muitas vezes dados não são bem aproveitados. Neste trabalho, é apresentada uma metodologia para estimativa de pressão de poros tridimensional, onde as propriedades dos poços da mesma região foram extrapoladas para toda área através da ferramenta geoestatística. A partir desta extrapolação, foi possível obter-se perfis sintéticos em qualquer locação dentro da região delimitada com maior confiabilidade, enriquecer a compreensão global da região modelada e finalmente construir um cubo tridimensional de pressão de poros utilizando os modelos de Eaton e Bowers, baseando-se no critério que a região apresenta a mesma tendência de compactação.
The knowledge of pore pressures of rocks is critical to several aspects of petroleum the well design and planning. Usually, in the petroleum industry, estimations are based on 1D analyses of the analogues wells and depend on the professional experience. Moreover, estimations do not consider the whole base data of the field. In this dissertation, is presented a methodology for 3D pore pressure estimation, where well data is calculated for the whole area applying a geostatistical tool to build the 3D properties model. From that, it was possible to make more credible synthetics well logs at any location, enrich the whole area comprehension, and also, to build the pore pressure cube based on Eaton and Bowers pore pressure estimations models.
Accary, Abdallah. "Experimental characterization of the interstitial pore pressure of wet concrete under high confining pressure". Thesis, Université Grenoble Alpes (ComUE), 2018. http://www.theses.fr/2018GREAI040/document.
Pełny tekst źródłaThe main objective of this PhD thesis is to identify experimentally the interstitial pore pressure of a very wet concrete under high confining pressure. This work is a part of a more general project aiming to understand the concrete behavior under impact during which, a high triaxial stress states occurs. Besides, massive concrete structures keep a saturation ratio strongly depth dependent almost their life time. The quantity of free water contained in concrete pores has a preponderant role on its behavior under high confinement compare to other material parameters (e.g: water/cement ratio or the concrete porosity). Under such loading, porosity closure occurs and causes an increase of interstitial pore pressure which is never measured.In order to perform interstitial pore pressure measurement, two configurations issued from a new testing technic have been developed using the Giga press of 3SR Lab. The technic, detailed in the first two chapters, consists in replacing the 14 cm R30A7 reference concrete sample by a smaller one with a water collect cap below it. The latter is composed of two parts: a movable plug equipped by a sealing joint permitting the access into the cap free space, and a micro-holed cap which is accosted on the concrete sample. A deformable sensor is placed into the free space of the water collect cap. Thus, when the sample is pressurized at high confinement, the interstitial water inside the concrete is transmitted to the sensor through cap micro-holes. The design, protection and calibration of each sensor are discussed.The second part of this thesis is dedicated for pore pressure analysis results. This latter seems to reach high values ranging from 250 till 400 MPa for 500 MPa of confinement. The concrete volumetric behavior under drained condition is lower than the saturated concrete under undrained condition. The collected data reveals that pore pressure increases linearly with the confining pressure within a slope of 0.7.An analytical modeling, within the poro-mechanical framework, is developed in order to estimate the pore pressure and concrete volumetric behavior under high confinement. The model shows promising results while comparing it to the experimental values
Brehaut, Richard Jeremy. "Groundwater, Pore Pressure and Wall Slope Stability – a model for quantifying pore pressures in current and future mines". Thesis, University of Canterbury. Geological Sciences, 2009. http://hdl.handle.net/10092/4465.
Pełny tekst źródłaCRUZ, NOELIA VICTORIA VALDERRAMA. "3D PORE PRESSURE MODELING FROM WELL DATA". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15134@1.
Pełny tekst źródłaA modelagem tridimensional (3D) de gradiente de pressões de poros geralmente é feita utilizando dados sísmicos e calibrada com dados de poços, não sendo comum na indústria de petróleo a geração de modelos 3D baseados exclusivamente em dados de poços. A utilização de dados de poços para modelos unidimensionais do gradiente de pressão de poros, contudo, é trivial. Neste trabalho são apresentadas modelagens 3D de pressão de poros pelo método de Eaton e pelo método de Bowers, exclusivamente a partir de dados de poços (14) de um campo brasileiro. A metodologia utilizada foi baseada no programa Drillowrks 3D, da Knowledge Systems, sendo considerado apenas o fenômeno da subcompactação como possível mecanismo gerador das sobrepressões. Embora os dados sísmicos sejam os mais usados na indústria de petróleo e gás para a modelagem 3D de pressão de poros, um estudo de caso apresentado neste trabalho mostra que o uso de dados de poços para a modelagem 3D de pressão de poros é satisfatório, atingindo-se erros inferiores a 1ppg para ambas as metodologias, em relação a medidas diretas de pressão de poros.
Tridimensional (3D) modeling of pore pressure gradient is usually based on seismic data and calibrated with well data. Tridimensional models based exclusively in well data are not common in the oil industry. However, well data are regulary used to derive unidimensional models of the pore pressure gradient. The current work presents 3D models of pore pressure gradient using the Eaton method and Bowers method, derived from 14 wells data in a Brazilian field. The methodology used was based in the software Drillowrks 3D, from Knowledge Systems. The undercompaction mechanism was considered as the overpressure generator. Although the seismic data are the most commonly used in oil and gas industry for 3D pore pressure modeling, a case study presented herein shows that using wells data for 3D pore pressure modeling is satisfactory, with errors less than 1ppg in both methods in respect to direct measurements of pore pressure.
Gaber, Ahmed Yaseen 1962. "Pore-water pressure debonding of asphaltic concrete". Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/277077.
Pełny tekst źródłaLarson-Robl, Kylie M. "PORE PRESSURE MEASUREMENT INSTRUMENTATION RESPONSE TO BLASTING". UKnowledge, 2016. http://uknowledge.uky.edu/mng_etds/30.
Pełny tekst źródłaO'Donnell, Christopher. "The effect of pore pressure on sediment transport". Thesis, University of Liverpool, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.399157.
Pełny tekst źródłaLi, Kim Mui S. T. "Pore pressure in concrete : theory and triaxial tests". Thesis, University of Cambridge, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233289.
Pełny tekst źródłaBernabé, Yves. "Permeability and pore structure of rocks under pressure". Thesis, Massachusetts Institute of Technology, 1985. http://hdl.handle.net/1721.1/57818.
Pełny tekst źródłaMicrofiche copy available in Archives and Science
Includes bibliographies.
by Yves Bernabe.
Ph.D.
Vestman, Marcus. "Modeling of pore pressure in a railway embankment". Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71373.
Pełny tekst źródłaKsiążki na temat "Pore Pressure"
Fay, Kurt F. von. Review of negative pore pressure: Its measurement, and testing of the CRL apparatus. Denver, Colo: Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1985.
Znajdź pełny tekst źródłaInstitution, British Standards. British standard method for measurement of the equivalent pore size of fabrics (bubble pressure test) ... . London: B.S.I., 1986.
Znajdź pełny tekst źródłaHolbrook, Philip W. Pore pressure through Earth's mechanical systems: The force balanced physics of the Earth's sedimentary crust. Houston, Tex: Force Balanced Publications, 2001.
Znajdź pełny tekst źródłaDunn, J. R. Pore pressures in consolidating clay layers. Birmingham: University of Birmingham, 1994.
Znajdź pełny tekst źródłaUniversity of Wyoming. Dept. of Civil and Architectural Engineering. Traffic signal pole research (damping). Laramie, WY: Dept. of Civil and Architectural Engineering, University of Wyoming, 2001.
Znajdź pełny tekst źródłaGrupos de pressão no Congresso Nacional: Como a sociedade pode defender licitamente seus direitos no poder legislativo. São Paulo, Brasil: Maltese, 1994.
Znajdź pełny tekst źródłaOp den Kamp, Claudy. The Greatest Films Never Seen. NL Amsterdam: Amsterdam University Press, 2018. http://dx.doi.org/10.5117/9789462981393.
Pełny tekst źródłaCoster, Maggy Lizaire-De. Analyse du discours de presse: Profil de deux hebdomadaires haïtiens des Etats-Unis, Haïti en marche et Haïti-observateur, et analyse de contenu de l'incendie de l'Eglise Saint Jean Bosco, base du père Jean-Bertrand Aristide. Port-au-Prince, Haïti: Editions Choucoune, 1996.
Znajdź pełny tekst źródłaŚląski ruch narodowy pod naciskiem polskiego i niemieckiego nacjonalizmu na tle politycznej historii Górnego Śląska w latach 1848-1947 =: Nacyjowy ruch Ślōnski pode presǒm polskigo a niymieckigo nacyjonalizmusa wedle geszichte polityki Wiyrchnego Ślōnska we rokach 1848-1947 = Silesian national movement under the pressure of Polish and German nationalism as seen against the background of political history of Upper Silesia 1848-1947. Zabrze: Narodowa Oficyna Śląska, 2006.
Znajdź pełny tekst źródła1959-, Carter Cynthia, Branston Gill i Allan Stuart 1962-, red. News, gender, and power. London: Routledge, 1998.
Znajdź pełny tekst źródłaCzęści książek na temat "Pore Pressure"
Hendry, Michael T. "Pore Pressure". W Selective Neck Dissection for Oral Cancer, 1. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_226-1.
Pełny tekst źródłaHendry, Michael T. "Pore Pressure". W Encyclopedia of Earth Sciences Series, 732. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_226.
Pełny tekst źródłaReid, Mark E. "Pore-Water Pressure*". W Encyclopedia of Natural Hazards, 772–73. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_272.
Pełny tekst źródłaNilsson, Lars-Olof. "Pore Water Pressure". W Methods of Measuring Moisture in Building Materials and Structures, 87–91. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74231-1_11.
Pełny tekst źródłaGullco, Robert S., i Malcolm Anderson. "Pore pressure review". W Elements of Rock Physics and Their Application to Inversion and AVO Studies, 25–50. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003261773-4.
Pełny tekst źródłaWhittaker, Alun. "Pore Pressure Evaluation Techniques". W Theory and Evaluation of Formation Pressures, 73–135. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5355-0_4.
Pełny tekst źródłaDasgupta, Troyee, i Soumyajit Mukherjee. "Pore Pressure Determination Methods". W Sediment Compaction and Applications in Petroleum Geoscience, 19–30. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13442-6_3.
Pełny tekst źródłaBrace, W. F. "Pore Pressure in Geophysics". W Flow and Fracture of Rocks, 265–73. Washington, D. C.: American Geophysical Union, 2013. http://dx.doi.org/10.1029/gm016p0265.
Pełny tekst źródłaHantschel, Thomas, i Armin I. Kauerauf. "Pore Pressure, Compaction and Tectonics". W Fundamentals of Basin and Petroleum Systems Modeling, 31–101. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-72318-9_2.
Pełny tekst źródłaDasgupta, Troyee, i Soumyajit Mukherjee. "Pore Pressure in Different Settings". W Sediment Compaction and Applications in Petroleum Geoscience, 91–99. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13442-6_7.
Pełny tekst źródłaStreszczenia konferencji na temat "Pore Pressure"
Jimenez, J. M., T. Harrold, P. Rouillé i G. Saceda. "Managed Pressure Drilling for Pore Pressure Detection, Two Case Studies". W Second EAGE Workshop on Pore Pressure Prediction. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900507.
Pełny tekst źródłaCzerniak, M. "RhoVe Method Empirical Pore Pressure Transform". W First EAGE Workshop on Pore Pressure Prediction. Netherlands: EAGE Publications BV, 2017. http://dx.doi.org/10.3997/2214-4609.201700077.
Pełny tekst źródłaAl Salmi, H. "Pore-pressure Prediction Using Multiresolution Analysis". W Second EAGE Workshop on Pore Pressure Prediction. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900502.
Pełny tekst źródłaGorbunov, Y. "Pore Pressure Prediction in HPHT Wells". W Second EAGE Workshop on Pore Pressure Prediction. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900514.
Pełny tekst źródłaDvorkin, Jack, i Ali Mese. "Rock Physics Of Pore Pressure". W 7th International Congress of the Brazilian Geophysical Society. European Association of Geoscientists & Engineers, 2001. http://dx.doi.org/10.3997/2214-4609-pdb.217.228.
Pełny tekst źródłaSayers, Colin M., i Marta J. Woodward. "Enhanced Seismic Pore-Pressure Prediction". W Offshore Technology Conference. Offshore Technology Conference, 2001. http://dx.doi.org/10.4043/13044-ms.
Pełny tekst źródłaMueller, Birgit, Johannes Altmann, A. Dorner, Tobias Müller i Mark Tingay. "Modelling Pore Pressure/Stress Coupling". W First Southern Hemisphere International Rock Mechanics Symposium. Australian Centre for Geomechanics, Perth, 2008. http://dx.doi.org/10.36487/acg_repo/808_107.
Pełny tekst źródłaBiteau, J. J., M. O. Spencer, B. Benazet i C. Longis. "Origin of Abnormal Pressures, Hydrodynamism and Pore Pressure Prediction". W 76th EAGE Conference and Exhibition - Workshops. Netherlands: EAGE Publications BV, 2014. http://dx.doi.org/10.3997/2214-4609.20140597.
Pełny tekst źródłaFlemmings, P. "Keynote: Breaking New and Old Ground in Pore Pressure and Fracture Pressure Prediction". W Third EAGE Workshop on Pore Pressure Prediction. European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.202038017.
Pełny tekst źródłaBartetzko, A., J. H. Figenschou, S. Schimschal, S. Wessling i T. Dahl. "Real-time Pore Pressure Modelling Workflow Automation". W First EAGE Workshop on Pore Pressure Prediction. Netherlands: EAGE Publications BV, 2017. http://dx.doi.org/10.3997/2214-4609.201700058.
Pełny tekst źródłaRaporty organizacyjne na temat "Pore Pressure"
Teufel, L. W. Influence of pore pressure and production-induced changes in pore pressure on in situ stress. Office of Scientific and Technical Information (OSTI), luty 1996. http://dx.doi.org/10.2172/208315.
Pełny tekst źródłaBennett, Richard H. Hydrodynamic Stresses Driving Pore Pressure Changes in Sandy Coastal Sediments. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1997. http://dx.doi.org/10.21236/ada629408.
Pełny tekst źródłaChristensen, Nikolas I. Laboratory Studies of Pore Pressure, Attenuation, Anisotropy and Inhomogeneities in the Oceanic Crust. Fort Belvoir, VA: Defense Technical Information Center, styczeń 1997. http://dx.doi.org/10.21236/ada334836.
Pełny tekst źródłaAston, T. R. C. Theoretical in situ strata reservoir and pore pressure calculations for material from no. 26 colliery, N.S. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/304786.
Pełny tekst źródłaSUETNOVA, Elena, i Vladimir CHERNIAVSKY. DIFFERENCES OF VISCOSITY OF ACCUMULATED SEDIMENTARY LAYERS AS A REASON OF POROSITY AND PORE PRESSURE VARIATIONS IN BASIN FILL. Cogeo@oeaw-giscience, wrzesień 2011. http://dx.doi.org/10.5242/iamg.2011.0139.
Pełny tekst źródłaMavko, G., T. Vanorio, S. Vialle i N. Saxena. Advanced Technologies for Monitoring CO2 Saturation and Pore Pressure in Geologic Formations: Linking the Chemical and Physical Effects to Elastic and Transport Properties. Office of Scientific and Technical Information (OSTI), marzec 2014. http://dx.doi.org/10.2172/1148579.
Pełny tekst źródłaKinikles, Dellena, i John McCartney. Hyperbolic Hydro-mechanical Model for Seismic Compression Prediction of Unsaturated Soils in the Funicular Regime. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, grudzień 2022. http://dx.doi.org/10.55461/yunw7668.
Pełny tekst źródłaLohne, Arild, Arne Stavland, Siv Marie Åsen, Olav Aursjø i Aksel Hiorth. Recommended polymer workflow: Interpretation and parameter identification. University of Stavanger, listopad 2021. http://dx.doi.org/10.31265/usps.202.
Pełny tekst źródłaMiyamoto, Seiichi, i Rami Keren. Improving Efficiency of Reclamation of Sodium-Affected Soils. United States Department of Agriculture, grudzień 2000. http://dx.doi.org/10.32747/2000.7570569.bard.
Pełny tekst źródłaR. H. Nilson i S. K. Griffiths. Condensation pressures in small pores: An analytical model based on density functional theory. Office of Scientific and Technical Information (OSTI), luty 1999. http://dx.doi.org/10.2172/751009.
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