Filtration consolidation, it

In accordance with the theory of filtration consolidation, it is assumed that in the case of an external load on the water -saturated soils, instant compression occurs, due to compression of the hole water, then the process of filtration sealing as a result of the squeezing of water from the port of soil, to which the process of secondary consolidation or creep of minerals is added a skeleton of soil and thin water colloidal shells of solid particles caused by non -contrasting shifts of particles and water collooid shells at very small water pushing speeds.