Abstract
It is demonstrated that existing methods used to determine the proneness of soils to slump-type settlement in accordance with effective Construction Rule and Regulation 2.02.01-83* predict slump-type settlement well in analyzing utility networks and reclamation systems on soils prone to slump-type settlement. This Construction Rule and Regulation is, however, unsuitable for analysis of the slump-type settlement of soils in the foundation beds of industrial and public structures, since errors of up to 60% are permitted in determining deformations.
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