Interrelationship between undrained shear strength from DMT and CPTU tests for soils of different origin

Z Młynarek, J Wierzbicki… - Geotechnical …, 2018 - asmedigitalcollection.asme.org
The article presents test results on the use of the flat dilatometer test (DMT) to evaluate
changes in undrained shear strength su in soils of various origins. Reference values for the …

Measurement of soil shear wave velocity using in situ and laboratory seismic methods: some methodological aspects

T Godlewski, T Szczepański - Geological Quarterly, 2015 - yadda.icm.edu.pl
This ar ti cle pres ents the re sults of seis mic shear wave ve loc ity (VS) mea sure ments us
ing the CSWS/SASW (con tin u ous surface wave sys tem/spec tral anal y sis of sur face …

[PDF][PDF] On the influence of overconsolidation effect on the compressibility assessment of subsoil by means of CPTU and DMT

Z Mlynarek, J Wierzbicki… - Annals of Warsaw …, 2016 - archive.sciendo.com
On the influence of overconsolidation effect on the compressibility assessment of subsoil by
means of CPTU and DMT. The paper contains the analysis of the influence of …

The Use of CPTU and DMT Methods to Determine Soil Deformation Moduli—Perspectives and Limitations

Z Młynarek, J Wierzbicki, T Lunne - Studia Geotechnica et Mechanica, 2023 - sciendo.com
The article presents the concept of determining constrained modulus—M0, initial shear
modulus—G0, Young modulus—E, and rigidity index—IR on the basis of parameters from …

[HTML][HTML] Characterization and engineering properties of AMU Morasko soft clay

R Radaszewski, J Wierzbicki - AIMS Geosciences, 2019 - aimspress.com
AMU Morasko soft clay is the normally consolidated, postglacial clayey silty sand to sandy
clay, deposited during the last glaciation (Weichselian) within the marginal zone of end …

Use of DMT and CPTU to assess the G 0 profile in the subsoil

Z Młynarek, J Wierzbicki, P Monaco - Cone Penetration Testing …, 2022 - taylorfrancis.com
The subject of this article is the analysis of the relationship between G 0/M DMT and KD,
where G 0 is the small strain shear modulus, while M DMT and KD are respectively the …

Settlement analysis of a cylindrical tank based on CPTU and SDMT results

Z Młynarek, S Gogolik, M Gryczmański… - … and Geophysical Site …, 2013 - search.proquest.com
Within the framework of an investment project a cylindrical tank to store liquid fuels was
designed. It was founded under difficult soil and water conditions on alluvial subsoil …

Usefulness of the CPTU method in evaluating shear modulus changes in the subsoil

Z Młynarek, J Wierzbicki, T Lunne - Studia Geotechnica et Mechanica, 2021 - sciendo.com
This article contains the analysis of the correlation between the cone resistance qc from
CPTU tests and shear modulus G0 determined from seismic tests SDMT and SCPTU. The …

[PDF][PDF] Badania geotechniczne w ocenie budowy geologicznej fragmentu Skarpy Warszawskiej w rejonie ulicy Tamka

M Bajda, T Falkowski - Landform Analysis, 2014 - bibliotekanauki.pl
Badania prowadzono w strefie przyskarpowej plejstoceńskiej wysoczyzny morenowej, na
granicy z doliną Wisły. Powierzchnia terenu jest tu w dużym stopniu przeobrażona …

Rigidity index (IR) of soils of various origin from CPTU and SDMT tests

Z Młynarek, J Wierzbicki… - Cone Penetration Testing …, 2018 - taylorfrancis.com
The paper presents an analysis of the qualitative impact of soil properties of varied origin on
the rigidity index variability. This coefficient is defined as the ratio between the shear …