Use of DMT and CPTU tests in the evaluation of shear modulus G 0 for soils of different origin

The subject of this article is the analysis of the relationship between G 0/ M DMT and K D, where G 0 is the small strain shear modulus, while M DMT and K D are respectively the constrained modulus and the horizontal stress index determined from DMT tests. This relationship allows to determine a pro...

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Bibliographic Details
Main Authors: Zbigniew Młynarek, Jędrzej Wierzbicki, Paola Monaco, Katarzyna Stefaniak
Format: Article
Language:English
Published: Polish Academy of Sciences 2023-04-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/126849/PDF/art32_int.pdf