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035 _a.b10072536
099 9 _aAIT Thesis no. ST-79-35
100 1 _aSuaris, Vidanaralalage Antony Joseph Wimal
245 1 3 _aAn efficient finite element scheme for quasistatics of saturated, porous elastic media
260 _aBangkok :
_bAsian Institute of Technology,
_c1979
300 _a30 p.
490 1 _aThesis ;
_vno. ST-79-35
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1979
520 _aAn efficient finite element scheme for the analysis of diffusion process in linear elastic porous media is presented. A variational principle based on Biot's Theory serves in establishing a discretized system of the equilibrium and flow equations in terms of nodal displacements and pore pressures. The time dependency of the system is removed by the Laplace transform technique. The final form of the system appears as a standard eigenvalue problem after the displacement variables are eliminated by condensation. The Laplace inversion can be achieved analytically for the case of step loadings. Three finite elements are tested for their capability to solve a con solidation problem by the proposed scheme . . The quadrilateral element with eight displacement and four pore pressure nodes (Q 84 element) shows the best overall performance. Numerical examples indicate that the present scheme with Q 84 element is extremely effective and capable of giving very accurate results. The scheme is also efficient because for any specified time, the solution can be obtained directly without intermediate solutions.
650 0 _aSoil consolidation
650 0 _aSeepage
650 0 _aFinite element method
700 0 _aWorsak Kanok-Nukulchai,
_eChairperson
700 1 _aKawaguchi, Masahiro,
_eExamination Committee
700 1 _aPanitan Lukkunaprasit,
_eExamination Committee
710 2 _aSwiss Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-79-35
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22354
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