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Analysis of consolidation theories
One-, pseudo three- and three-dimensional theories of consolidation are analyzed; problem of strip load on half-plane is solved for complete stress field; Mandel-Cryer effect is analyzed in terms of its physical motivation and influence on failure conditions; attention is drawn to lateral distribution of excess pore pressure and maximum shear stress; it is concluded that three-dimensional theory models consolidation process better than other comparable theories; it is recommended that field experience be developed to enable appropriate interpretation of theory. (25849)
Analysis of consolidation theories
One-, pseudo three- and three-dimensional theories of consolidation are analyzed; problem of strip load on half-plane is solved for complete stress field; Mandel-Cryer effect is analyzed in terms of its physical motivation and influence on failure conditions; attention is drawn to lateral distribution of excess pore pressure and maximum shear stress; it is concluded that three-dimensional theory models consolidation process better than other comparable theories; it is recommended that field experience be developed to enable appropriate interpretation of theory. (25849)
Analysis of consolidation theories
ASCE J Soil Mech Found Div
Schiffman, R.L. (author) / Chen, A.T.F. (author) / Jordan, J.C. (author)
1969
28 pages
Article (Journal)
English
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