Tschuschke, W., Kumor, M.K., Walczak, M., Tschuschke, M., 2015. Cone pen e tra tion test in as sess ment of soil stiff ness. Geo log i cal Quar terly, 59 (2): 419-425, doi: 10.7306/gq.1188The pa per pres ents pro pos als for the as sess ment of sub soil stiff ness based on re sults of the seis mic cone pen e tra tion test. Cor re la tions be tween pen e tra tion pa ram e ters and con strained modulus were de ter mined for three ge net i cally dif fer ent groups of co he sive soils. For the ana lysed soil ma te rial, quan ti ta tive es ti ma tion was also con ducted for the pa ram e ter de termin ing the re la tion ship be tween the con strained modulus and ini tial shear modulus. A marked trend was shown for this param e ter with the soil be hav iour type in dex used in the clas si fi ca tion of soils in the cone pen e tra tion test.
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