Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Consolidation at a Constant Rate of Strain
A new general purpose consolidometer for studying the one-dimensional consolidation behaviour of soils is described. The test specimen can be loaded incrementally, as in the conventional test, at a constant rate of stress, or at a constant rate of strain. The apparatus can also be used to measure residual pore pressures and swell pressures during back pressure saturation at constant volume. Pore pressures are measured at the impervious base, and free drainage occurs from the top surface. The CRSC test is shown to be a simpler and much faster method for measuring the consolidation characteristics of soils than is the conventional test. (Author Modified Abstract)
Consolidation at a Constant Rate of Strain
A new general purpose consolidometer for studying the one-dimensional consolidation behaviour of soils is described. The test specimen can be loaded incrementally, as in the conventional test, at a constant rate of stress, or at a constant rate of strain. The apparatus can also be used to measure residual pore pressures and swell pressures during back pressure saturation at constant volume. Pore pressures are measured at the impervious base, and free drainage occurs from the top surface. The CRSC test is shown to be a simpler and much faster method for measuring the consolidation characteristics of soils than is the conventional test. (Author Modified Abstract)
Consolidation at a Constant Rate of Strain
A. E. Z. Wizza (Autor:in) / J. T. Christian (Autor:in) / E. H. Davis (Autor:in) / S. Heiberg (Autor:in)
1971
36 pages
Report
Keine Angabe
Englisch
Constant Rate of Strain Consolidation with Radial Drainage
| British Library Online Contents | 2003
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| British Library Online Contents | 2013