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Results:
1-8
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Results: 8
Authors:
BENNETHUM LS
MURAD MA
CUSHMAN JH
Citation: Ls. Bennethum et al., MODIFIED DARCY LAW, TERZAGHI EFFECTIVE STRESS PRINCIPLE AND FICK LAW FOR SWELLING CLAY SOILS, Computers and geotechnics, 20(3-4), 1997, pp. 245-266
Authors:
MURAD MA
CUSHMAN JH
Citation: Ma. Murad et Jh. Cushman, A MULTISCALE THEORY OF SWELLING POROUS-MEDIA .2. DUAL-POROSITY MODELSFOR CONSOLIDATION OF CLAYS INCORPORATING PHYSICOCHEMICAL EFFECTS, Transport in porous media, 28(1), 1997, pp. 69-108
Authors:
MURAD MA
CUSHMAN JH
Citation: Ma. Murad et Jh. Cushman, MULTISCALE FLOW AND DEFORMATION IN HYDROPHILIC SWELLING POROUS-MEDIA, International journal of engineering science, 34(3), 1996, pp. 313-338
Authors:
MURAD MA
Citation: Ma. Murad, CLARIFYING MIXTURE THEORY AND THE MACROSCALE CHEMICAL-POTENTIAL FOR POROUS-MEDIA, International journal of engineering science, 34(14), 1996, pp. 1611-1621
Authors:
MURAD MA
BENNETHUM LS
CUSHMAN JH
Citation: Ma. Murad et al., A MULTISCALE THEORY OF SWELLING POROUS-MEDIA .1. APPLICATION TO ONE-DIMENSIONAL CONSOLIDATION, Transport in porous media, 19(2), 1995, pp. 93-122
Authors:
LOULA AFD
ROCHINHA FA
MURAD MA
Citation: Afd. Loula et al., HIGHER-ORDER GRADIENT POST-PROCESSINGS FOR 2ND-ORDER ELLIPTIC PROBLEMS, Computer methods in applied mechanics and engineering, 128(3-4), 1995, pp. 361-381
Authors:
MURAD MA
LOULA AFD
Citation: Ma. Murad et Afd. Loula, ON STABILITY AND CONVERGENCE OF FINITE-ELEMENT APPROXIMATIONS OF BIOTS CONSOLIDATION PROBLEM, International journal for numerical methods in engineering, 37(4), 1994, pp. 645-667
Authors:
MURAD MA
LOULA AFD
Citation: Ma. Murad et Afd. Loula, IMPROVED ACCURACY IN FINITE-ELEMENT ANALYSIS OF BIOTS CONSOLIDATION PROBLEM, Computer methods in applied mechanics and engineering, 95(3), 1992, pp. 359-382
Risultati:
1-8
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