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D. Muraro, C.E. Majorana, V.A. Salomoni, "Three-Dimensional Coupled Finite Element Modelling and Programming of Partially Saturated Porous Media", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 262, 2014. doi:10.4203/ccp.106.262

Keywords: coupled problem, finite element modelling, partial saturation, three-dimensions, geomaterials, numerical programming..

Summary

The aim of the work, described in this paper, is to create a three-dimensional framework able to investigate the mechanics of partially saturated geomaterials, such as soils and concrete. The proposed physical-mathematical approach is an extension of an already available coupled thermo-hydro-mechanical model, suitable for consolidation or subsidence analyses of saturated or unsaturated soils to possibly further adapt it to concrete analysis as well, even under high temperature conditions. This coupled formulation stems from a multiphase approach for a deforming porous medium typical of the hybrid mixture theory. Hence an improved code PLASCON3DPS based on this coupled formulation has been built. Some available numerical results of benchmark tests and real case problems, obtained for two-dimensional domains, are considered for calibration and validation of the novel three-dimensional finite element code.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 106 PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: Paper 262 Three-Dimensional Coupled Finite Element Modelling and Programming of Partially Saturated Porous Media D. Muraro, C.E. Majorana and V.A. Salomoni Department of Civil, Environmental and Architectural Engineering, University of Padua, Italy doi:10.4203/ccp.106.262 purchase the full-text of this paper Full Bibliographic Reference for this paper D. Muraro, C.E. Majorana, V.A. Salomoni, "Three-Dimensional Coupled Finite Element Modelling and Programming of Partially Saturated Porous Media", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 262, 2014. doi:10.4203/ccp.106.262 Keywords: coupled problem, finite element modelling, partial saturation, three-dimensions, geomaterials, numerical programming.. Summary The aim of the work, described in this paper, is to create a three-dimensional framework able to investigate the mechanics of partially saturated geomaterials, such as soils and concrete. The proposed physical-mathematical approach is an extension of an already available coupled thermo-hydro-mechanical model, suitable for consolidation or subsidence analyses of saturated or unsaturated soils to possibly further adapt it to concrete analysis as well, even under high temperature conditions. This coupled formulation stems from a multiphase approach for a deforming porous medium typical of the hybrid mixture theory. Hence an improved code PLASCON3DPS based on this coupled formulation has been built. Some available numerical results of benchmark tests and real case problems, obtained for two-dimensional domains, are considered for calibration and validation of the novel three-dimensional finite element code. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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