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...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Polish Academy of Sciences
2023-04-01
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Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | https://journals.pan.pl/Content/126849/PDF/art32_int.pdf |