Auswahl der wissenschaftlichen Literatur zum Thema „Poromechanical behavior“
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Zeitschriftenartikel zum Thema "Poromechanical behavior"
Rafsanjani, Ahmad, Dominique Derome und Jan Carmeliet. „Poromechanical modeling of moisture induced swelling anisotropy in cellular tissues of softwoods“. RSC Advances 5, Nr. 5 (2015): 3560–66. http://dx.doi.org/10.1039/c4ra14074e.
Der volle Inhalt der QuelleKim, Kiseok, und Roman Y. Makhnenko. „Coupling Between Poromechanical Behavior and Fluid Flow in Tight Rock“. Transport in Porous Media 135, Nr. 2 (06.10.2020): 487–512. http://dx.doi.org/10.1007/s11242-020-01484-z.
Der volle Inhalt der QuelleKim, Kiseok, und Roman Y. Makhnenko. „Evolution of poroviscoelastic properties of silica-rich rock after CO2 injection“. E3S Web of Conferences 205 (2020): 08007. http://dx.doi.org/10.1051/e3sconf/202020508007.
Der volle Inhalt der QuelleGmira, A. „Microscopic physical basis of the poromechanical behavior of cement-based materials“. Materials and Structures 37, Nr. 265 (27.11.2003): 3–14. http://dx.doi.org/10.1617/14101.
Der volle Inhalt der QuelleZeng, Qiang, Teddy Fen-Chong, Patrick Dangla und Kefei Li. „A study of freezing behavior of cementitious materials by poromechanical approach“. International Journal of Solids and Structures 48, Nr. 22-23 (November 2011): 3267–73. http://dx.doi.org/10.1016/j.ijsolstr.2011.07.018.
Der volle Inhalt der QuelleHu, Da Wei, Fan Zhang und Jian Fu Shao. „Experimental study of poromechanical behavior of saturated claystone under triaxial compression“. Acta Geotechnica 9, Nr. 2 (04.07.2013): 207–14. http://dx.doi.org/10.1007/s11440-013-0259-y.
Der volle Inhalt der QuelleGmira, A., M. Zabat, R. J. M. Pellenq und H. Van Damme. „Microscopic physical basis of the poromechanical behavior of cement-based materials“. Materials and Structures 37, Nr. 1 (Januar 2004): 3–14. http://dx.doi.org/10.1007/bf02481622.
Der volle Inhalt der QuelleAbbasion, Saeed, Jan Carmeliet, Marjan Sedighi Gilani, Peter Vontobel und Dominique Derome. „A hygrothermo-mechanical model for wood: part A. Poroelastic formulation and validation with neutron imaging“. Holzforschung 69, Nr. 7 (01.09.2015): 825–37. http://dx.doi.org/10.1515/hf-2014-0189.
Der volle Inhalt der QuelleAbbasion, Saeed, Peter Moonen, Jan Carmeliet und Dominique Derome. „A hygrothermo-mechanical model for wood: Part B. Parametric studies and application to wood welding“. Holzforschung 69, Nr. 7 (01.09.2015): 839–49. http://dx.doi.org/10.1515/hf-2014-0190.
Der volle Inhalt der QuelleLoyola, Ana Carolina, Manoel Porfírio Cordão Neto und Jean-Michel Pereira. „An open-source numerical laboratory to assess the poromechanical behavior of fractured rocks“. Computers and Geotechnics 168 (April 2024): 106127. http://dx.doi.org/10.1016/j.compgeo.2024.106127.
Der volle Inhalt der QuelleDissertationen zum Thema "Poromechanical behavior"
Hassanzadegan, Alireza [Verfasser], und Uwe [Akademischer Betreuer] Tröger. „Thermomechanical and poromechanical behavior of Flechtinger sandstone / Alireza Hassanzadegan. Betreuer: Uwe Tröger“. Berlin : Universitätsbibliothek der Technischen Universität Berlin, 2013. http://d-nb.info/1033891371/34.
Der volle Inhalt der QuelleZeng, Qiang. „Poromechanical behavior of cement-based materials subjected to freeze-thaw actions with salts : modeling and experiments“. Thesis, Paris Est, 2011. http://www.theses.fr/2011PEST1131/document.
Der volle Inhalt der QuelleWhen subject to freezing/thawing cycles with or without deicing salt, cement-based materials can suffer severe damage, which raises the long term sustainability problem of concrete/mortar in cold regions. Leaving aside the precise fracture mechanics and damage processes in this kind of problem, this PhD deals with the physical and thermomechanical phenomena undergone by cohesive porous solids under freezing, with particular attention to the material properties arising from cement hydration and microstructure development. The present work revisits the poromechanics of freezing porous materials developed by Olivier Coussy. This gives the opportunity to add the effect of the bulk supercooling and of salt in the liquid saturating the porous space.We measured the relation between depressed temperature at the end of bulk supercooling and salt concentration. We then obtained that the contact angle between ice and pore wall by heterogeneous nucleation decreases as salt concentration increases. We showed that the instantaneous dilation at the end of bulk supercooling is related to the pore structure because the latter determines the in-pore ice content. Using the pore size distribution measured by mercury intrusion porosimetry, we estimated the ice saturation degree with temperature and NaCl solution at different concentration through the Gibbs-Thomson equation. We measured the deformation of saturated cement pastes. The poromechanical analyses show that the strains depend on the initial salt concentration and pore structure of our cement pastes. By the same experimental approach on dried cement pastes, we concluded that the porosity (with or without air voids) has significant influence on the thermal expansion coefficient of our cement pastes. We also performed measurements on the deformation of saturated air entrained cement pastes. The results obtained by both experiments and poromechanical analyses under drained and undrained conditions showed that the initial saturation degree in air-voids has significant influence on the deformation curves with temperature
Zhang, Yuhao. „Etude expérimentale et modélisation du comportement poromécanique d'une roche argileuse“. Electronic Thesis or Diss., Université de Lille (2022-....), 2023. https://pepite-depot.univ-lille.fr/ToutIDP/EDENGSYS/2023/2023ULILN061.pdf.
Der volle Inhalt der QuelleThis work has been carried out in the context of studies for the geological disposal of radioactive waste. The main objective is to complete previous works on the characterization of poromechanical behavior of the Callovo-Oxfordian (COx) clay, which is envisaged as the geological barrier in France. The work is composed of two parts.In the first part, an experimental study is carried out. Laboratory tests on saturated samples are carried out to estimate Biot's coefficient under hydrostatic compression on the one hand, and its evolution during deviatoric loading on the other. Tests were then conducted under undrained conditions. Two loading paths were considered: triaxial compression with constant confining pressure and axial extension with constant mean stress. In particular, we studied the variation in pore pressure as a function of deviatoric loading and its influence on the material's resistance to fracture.The second part is devoted to numerical modelling. A new plasticity criterion is proposed, taking into account the effect of the Lode angle. The validity of the effective Terzaghi stress in the plastic deformation and fracture criterion is studied. Based on this criterion, a plastic model is formulated. The associated parameters are identified. The proposed model is used to simulate several series of laboratory tests
Buchteile zum Thema "Poromechanical behavior"
Shao, Jian-Fu, und Albert Giraud. „Poromechanical Behavior of Saturated Cohesive Rocks“. In Constitutive Modeling of Soils and Rocks, 377–404. London, UK: ISTE, 2013. http://dx.doi.org/10.1002/9780470611081.ch10.
Der volle Inhalt der QuelleVandamme, Matthieu, Patrick Dangla, Saeid Nikoosokhan und Laurent Brochard. „Modeling the Poromechanical Behavior of Microporousand Mesoporous Solids: Application to Coal“. In Nonlinear Elasticity and Hysteresis, 105–26. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2014. http://dx.doi.org/10.1002/9783527665068.ch5.
Der volle Inhalt der QuelleChikhaoui, Mohamed, und Ammar Nechnech. „Poromechanical Behavior Analysis of an Underground Cavity Below Runways Under the Dynamic Cyclic Action of Landing Gear on Complex Geotechnical Conditions“. In Sustainable Civil Infrastructures, 71–80. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01884-9_6.
Der volle Inhalt der QuelleGrgic, D., D. Hoxha und F. Homand. „Poromechanical behavior of ferriferous rocks“. In Poromechanics II, 211–16. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078807-32.
Der volle Inhalt der QuelleSheahan, T. C., und V. N. Kaliakin. „Integrating micromechanics in modeling relaxation behavior of cohesive soils“. In Poromechanics, 147–52. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078487-26.
Der volle Inhalt der QuelleCividini, Annamaria, und Donatella Sterpi. „Two-phase behaviour of a saturated strain softening soil“. In Poromechanics, 371–76. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078487-63.
Der volle Inhalt der QuelleDormieux, L., S. Maghous, D. Kondo und J. F. Shao. „Macroscopic poroelastic behavior of a jointed rock“. In Poromechanics II, 179–83. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078807-27.
Der volle Inhalt der QuelleHoxha, D., F. Homand, A. Giraud, C. Auvray und K. Su. „Poromechanical behaviour of Meuse-Haute Marne argillite“. In Eurock 2006: Multiphysics Coupling and Long Term Behaviour in Rock Mechanics, 121–26. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833469.ch16.
Der volle Inhalt der QuelleChateau, X., und L. Dormieux. „A micromechanical approach to the behaviour of unsaturated porous media“. In Poromechanics, 47–52. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078487-9.
Der volle Inhalt der QuelleGuiducci, C., A. Pellegrino, J. P. Radu, F. Collin und R. Charlier. „Hydro-mechanical behavior of fractures: 2D, F.E.M. modeling“. In Poromechanics II, 217–23. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078807-33.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Poromechanical behavior"
Vincke, O., P. Longuemare, M. Bouteca und J. P. Deflandre. „Investigation of the Poromechanical Behavior of Shales in the Elastic Domain“. In SPE/ISRM Rock Mechanics in Petroleum Engineering. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/47589-ms.
Der volle Inhalt der QuelleDerome, Dominique, Alessandra Patera, Ahmad Rafsanjani, Saeed Abbasion und Jan Carmeliet. „The Role of Water in the Hygro-Thermo-Mechanical Behavior of Wood“. In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-65101.
Der volle Inhalt der QuelleKim, Kiseok, und D. Nicolas Espinoza. „Determination of Biot Coefficient for Low-Permeability Rocks Accounting for Undrained Loading“. In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0694.
Der volle Inhalt der QuelleJammoul, Mohamad, und Mary Wheeler. „A Phase-Field Based Approach for Modeling the Cementation and Shear Slip of Fracture Networks“. In SPE Reservoir Simulation Conference. SPE, 2021. http://dx.doi.org/10.2118/203906-ms.
Der volle Inhalt der QuelleHan, Z., und R. M. Younis. „Investigating the Influence of Pressure Distribution on Nucleation Size in Induced Seismic Events Using a Coupled Dynamic Reservoir Simulation with Adaptive Time-Step“. In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0938.
Der volle Inhalt der QuelleHettema, M. H. H., und C. J. de Pater. „The Poromechanical Behaviour of Felser Sandstone: Stress- and Temperature-Dependent“. In SPE/ISRM Rock Mechanics in Petroleum Engineering. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/47270-ms.
Der volle Inhalt der QuelleMa, Boning, Balasingam Muhunthan und Xinyu Xie. „Modeling Effects of Clay Structure on Consolidation Behavior“. In Fifth Biot Conference on Poromechanics. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412992.104.
Der volle Inhalt der QuelleChikhi, A., A. Belhamri und P. Glouannec. „Hygro-Thermal Behavior of Cement Mortar and Polystyrene Concrete“. In Sixth Biot Conference on Poromechanics. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480779.079.
Der volle Inhalt der QuelleLi, Weixin, Faysal Bousikhane, J. William Carey und Gianluca Cusatis. „Computational Analysis of the Fracture-Permeability Behavior of Shale“. In Sixth Biot Conference on Poromechanics. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480779.149.
Der volle Inhalt der QuelleGilbert, R. P., A. Panchenko und A. Vasilic. „Biphasic Acoustic Behavior of a Non-periodic Porous Medium“. In Fifth Biot Conference on Poromechanics. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412992.234.
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