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pro vyhledávání: '"Kees, Christopher"'
A theoretical model describing the one-dimensional large strain consolidation of the modified Cam Clay soil is presented in this paper. The model is based on the Lagrangian formulation, and is capable of featuring the variability of soil compressibil
Externí odkaz:
http://arxiv.org/abs/2410.04623
Autor:
Tsao, Wen-Huai, Kees, Christopher E.
Publikováno v:
In Engineering Analysis with Boundary Elements December 2023 157:326-341
Publikováno v:
In Journal of Hydrology October 2023 625 Part B
We present a robust numerical method for solving incompressible, immiscible two-phase flows. The method extends the monolithic phase conservative level set method with embedded redistancing by Quezada de Luna et al. [38] and a semi-implicit high-orde
Externí odkaz:
http://arxiv.org/abs/1903.06919
Publikováno v:
SIAM J. Sci. Comput., 41(4), B843-B869 (2019)
We consider iterative methods for solving the linearised Navier-Stokes equations arising from two-phase flow problems and the efficient preconditioning of such systems when using mixed finite element methods. Our target application is simulation with
Externí odkaz:
http://arxiv.org/abs/1710.08779
Publikováno v:
In Computer Methods in Applied Mechanics and Engineering 1 February 2022 389
Publikováno v:
In Computers and Mathematics with Applications 1 August 2019 78(3):944-957
Publikováno v:
In Journal of Computational Physics 15 February 2019 379:262-278
Autor:
Wang, Guoyin, Scovazzi, Guglielmo, Nouveau, Léo, Kees, Christopher E., Rossi, Simone, Colomés, Oriol, Main, Alex
Publikováno v:
In Journal of Computational Physics 1 February 2018 354:111-134
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