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Taking into account of the discontinuous nature of the solvent in the mechanical modeling of swelling clays ; Prise en compte du caractère discontinu du solvant dans la modélisation mécanique des argiles gonflantes

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  • معلومة اضافية
    • Contributors:
      Laboratoire d'Energétique et Mécanique Théorique et Appliquée (LEMTA ); Université de Lorraine (UL)-Centre National de la Recherche Scientifique (CNRS); Université de Lorraine; Christian Moyne; Julia Mainka
    • بيانات النشر:
      HAL CCSD
    • الموضوع:
      2017
    • Collection:
      Inserm: HAL (Institut national de la santé et de la recherche médicale)
    • نبذة مختصرة :
      This work aims at improving the nanoscale description of expansive clayey soils using the Density Functional Theory (DFT). Water is no longer considered as a continuous solvent but as a fluid of individual polar molecules in order to recover existing experimental and modeling results such as the presence of discrete water layers in the interplatelet space or the variation of the disjoining pressure with the interplatelet distance at low hydration level. Different physical phenomena of increasing complexity are successively considered. The finite size of the water molecules is firstly taken into account by modeling water as a Hard Sphere fluid using the Fundamental Measure Theory. The polar nature of the water solvent is then implicitly taken into account through a Lennard-Jones potential averaging the different types of Van der Waals interactions. Next the polar nature of the solvent is explicitly modelized by considering water as a Dipolar Hard Sphere fluid. These two fluid models are studied in the framework of the Density Functional Perturbation Theory in which correlation effects between the fluid molecules are incorporated. Ions are finally added in order to complete the Electrical Double Layer description at the nanoscale. With the objective of an application to civil engineering, the improved expression of the disjoining pressure at the nanoscale is included in a modified form of Terzaghi's effective stress principle for unsaturated expansive clays recently developed by our group in order to numerically simulate the hydro-mechanical behavior of expansive clays during water uptake ; Ce travail vise à améliorer la description à l'échelle du nanomètre des sols argileux expansifs en utilisant la théorie de la fonctionnelle de densité (DFT). L’eau n’est plus considérée comme un solvant continu mais comme un fluide de molécules polaires individuelles. L'objectif est de reproduire les résultats issus de l'expérience ou de la modélisation numérique tels que la présence de couches d'eau discrètes dans l'espace ...
    • Relation:
      NNT: 2017LORR0036; tel-01661513; https://theses.hal.science/tel-01661513; https://theses.hal.science/tel-01661513/document; https://theses.hal.science/tel-01661513/file/DDOC_T_2017_0036_TRAN.pdf
    • الدخول الالكتروني :
      https://theses.hal.science/tel-01661513
      https://theses.hal.science/tel-01661513/document
      https://theses.hal.science/tel-01661513/file/DDOC_T_2017_0036_TRAN.pdf
    • Rights:
      info:eu-repo/semantics/OpenAccess
    • الرقم المعرف:
      edsbas.AA3A3AA6