Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Robert L. Schiffman"'
Autor:
Vincenzo Pane, Robert L. Schiffman
Publikováno v:
Géotechnique. 47:273-288
The chemical engineering literature abounds with empirical and theoretical equations relating the sedimentation and fluidization velocities of a given solid—liquid system and its porosity. A geotechnical approach shows that for active clay particle
Publikováno v:
Journal of Geotechnical Engineering. 120:1089-1093
This technical note examines the results of a nonlinear, finite‐strain consolidation analysis of a clay layer subjected to underdrainage at its base. It is shown that due to the nonlinearity of the soil properties the steady‐state pore‐water pr
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 19:149-151
Autor:
Michael F. Tenholder, W. Bruce Davis, Eric R. Pacht, Robert L. Schiffman, James E. Gadek, Dwight G. Geha, Jordi Tor, James N. Allen, Marian Greenburg, Josep M. Llibre, Robert A. Dietrich, Warren L. Whitlock, Fuensanta Millá
Publikováno v:
New England Journal of Medicine. 322:634-636
Publikováno v:
Journal of Geotechnical Engineering. 118:168-169
Autor:
Robert L. Schiffman, V. Pane
Publikováno v:
Soils and Foundations. 21:81-84
This paper compares the theories of finite strain consolidation developed by Gibson, England and Hussey (1967) and Mikasa (1963). It is shown that these theories, though independently developed are quite similar. The only difference is that the theor
Autor:
Robert L. Schiffman
Publikováno v:
Geo-Marine Letters. 2:199-203
This paper outlines the governing relationships of nonlinear finite strain consolidation. A short review of current literature is presented. Nonlinear finite strain consolidation theory is applied to the analysis of the slow deposition of Gulf of Mex
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 13:251-262
The consolidation of a porous saturated sphere under an isotropic pressure, and free to drain on its surface, is examined. It is shown that a Mandel—Cryer effect develops irrespective of the magnitude of the strains which occur. Surprisingly, the e
Publikováno v:
Journal of the Geotechnical Engineering Division. 107:684-688
This report provides the boundary conditions required to perform an analysis of strain controlled consolidation/permeability tests where the finite strain consolidation theory is used. It should be noted that the relationships between e and sigma and