Laboratory Consolidation of Some Normally Consolidated Soils
A theory of consolidation is developed assuming:[Formula: see text]Solutions are given for the case of a thin bed of clay subjected to an instantaneous load increment. It is shown how the soil parameters may be obtained from standard laboratory consolidation tests. It is intended to discuss the application of the theory to field cases in a later paper.One-dimensional drainage tests performed in both the oedometer and triaxial cell are presented. The tests in the triaxial cell were performed using hydrostatic loading. The laboratory work was conducted on some remoulded New South Wales soils, some artificially deposited North American soils, and some undisturbed Ontario soils using instantaneous loading and large load ratios. Discussion is mainly illustrated with the tests performed on the artificially deposited soils.The propounded theory was found to be in reasonable but not complete agreement with the test results.D'Arcy's law was found to be valid for the soils tested.