Elastic Analysis of Soil-foundation Interaction, Volume 17Elastic Analysis of Soil-Foundation Interaction. |
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Results 1-3 of 29
Page 502
... Proc . A.S.C.E. , 92 : SM6 , 153–167 . Duncan , J.M. and Clough , W.G. , 1971. Finite element analysis of Port Allen Locks . J. Soil Mech . Found . Div . , Proc . A.S.C.E. , 97 : SM8 , 1053-1068 . Duncan , W.J. 1937. Galerkin's method ...
... Proc . A.S.C.E. , 92 : SM6 , 153–167 . Duncan , J.M. and Clough , W.G. , 1971. Finite element analysis of Port Allen Locks . J. Soil Mech . Found . Div . , Proc . A.S.C.E. , 97 : SM8 , 1053-1068 . Duncan , W.J. 1937. Galerkin's method ...
Page 507
... ( Proc . Paper 6739 ) . J. Struct . Div . , Proc . A.S.C.E. , 96 : ST4 , 864-870 . - Haddadin , M.J. , 1971. Mats and combined footings analysis by the finite element method . Proc . Am . Concr . Inst . , 68 : 945-949 . Hain , S.J. , 1975 ...
... ( Proc . Paper 6739 ) . J. Struct . Div . , Proc . A.S.C.E. , 96 : ST4 , 864-870 . - Haddadin , M.J. , 1971. Mats and combined footings analysis by the finite element method . Proc . Am . Concr . Inst . , 68 : 945-949 . Hain , S.J. , 1975 ...
Page 510
... Proc . 4th Int . Conf . Soil Mech . Found . Eng . Vol . VI , pp . 167-171 . Janbu , N. , 1963. Soil compressibility as determined by oedometer and triaxial tests . Proc . European Conf . Soil Mech . Found . Eng . , Vol . I. - Janbu , N ...
... Proc . 4th Int . Conf . Soil Mech . Found . Eng . Vol . VI , pp . 167-171 . Janbu , N. , 1963. Soil compressibility as determined by oedometer and triaxial tests . Proc . European Conf . Soil Mech . Found . Eng . , Vol . I. - Janbu , N ...
Contents
Preface | 1 |
Chapter 2 Idealized soil response models for the analysis of soil | 13 |
Planestrain analysis of an infinite plate and an infinitely long | 43 |
Copyright | |
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Common terms and phrases
application approximate assumed axisymmetric beam subjected behaviour bending moment bending moments Bessel functions boundary conditions C₂ centrally loaded coefficients concentrated force concentrated load consider constants contact stress distribution cosh deformations elastic continuum elastic foundation elastic layer elastic solid medium equilibrium external loading finite beams resting Finite element analysis finite element method flexible functions given Gorbunov-Posadov Hetényi infinite plate integral equation interaction problem interface isotropic elastic half-space method of analysis nodal non-dimensional obtained parameter plane strain plate deflection plate problem plate subjected plate theory Poisson's ratio power series Proc rectangular plate resting region rigid foundation Saint-Venant's principle shearing force sinh Soil Mech soil medium soil-foundation interaction solution stiffness strain energy stress intensity subgrade surface deflection surface displacement symmetric technique thick thin plate three-dimensional two-parameter elastic medium uniform load values Vlazov and Leontiev width Winkler medium zero Zienkiewicz