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identification of the overconsolidation ratio OCR. Equation displays the relation between the undrained shear strength and plasticity of the silts analyzed and the OCR worth. The analysis resulted in the willpower of the Nkt coefficient, which might be used to determine the undrained shear strength of both sediments tested. On the idea of a detailed evaluation of adjustments by method of the constrained oedometric modulus M, the relations between the mentioned modulus, the liquidity index and the OCR worth have been identified. Mayne’s formula was used to find out the M modulus from the CPTU take a look at. The usefullness of the sediments found close to Poznan as an earth construction material was analysed after their structure had been destroyed and compacted with a Proctor equipment. In instances of samples characterised by different water content material and soil particle density, the analysis of adjustments by way of cohesion and the internal friction angle proved that these parameters are influenced by the soil part composition Fig. and . On the idea of the tests, it was concluded that probably the most desirable shear strength parameters are achieved when the silt is compacted below the optimum water content material.
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