Please use this identifier to cite or link to this item: https://hdl.handle.net/10593/967
Full metadata record
DC FieldValueLanguage
dc.contributor.authorRadaszewski, Robert-
dc.contributor.authorWierzbicki, Jędrzej-
dc.date.accessioned2011-04-18T06:20:45Z-
dc.date.available2011-04-18T06:20:45Z-
dc.date.issued2011-04-18T06:20:45Z-
dc.identifier.issn1426-8981-
dc.identifier.urihttp://hdl.handle.net/10593/967-
dc.description.abstractExamples of geoengineering methods (static and dynamic probings) that can be applied to analyses of geological environments are presented. The potential is shown by the results of the determination of the values of the soil-density index (ID), the soil-behaviour index (Ic), the constrained modulus (M), the overconsolidation ratio (OCR) and their vertical changes. The values obtained for ID and Ic facilitate the determination of layers with a specific character. This is demonstrated for several aeolian and glacial deposits in Poland. The application of static probings to the analyses of changes in OCR and M made it possible to identify several depositional phases and the effect of postdepositional processes. Usages of the probings can significantly contribute to the interpretation of palaeo-environments (e.g. in the context of geostatistical models), but the results obtained should be handled cautiously.pl_PL
dc.language.isoenpl_PL
dc.publisherWydawnictwo Naukowe UAM-
dc.relation.ispartofseriesGeologos;vol. 17 (1), 2011, pp. 5-16-
dc.subjectDynamic penetration testpl_PL
dc.subjectStatic penetration testpl_PL
dc.subjectSoil-density indexpl_PL
dc.subjectOverconsolidation ratiopl_PL
dc.titleOn the applicability of in situ soil probings to geological analysespl_PL
dc.typeArtykułpl_PL
Appears in Collections:Artykuły naukowe (WNGiG)
Geologos, 2011, 17, 1

Files in This Item:
File Description SizeFormat 
Geologos_17_1_Radaszewski_Wierzbicki.pdf2.6 MBAdobe PDFView/Open
Show simple item record



Items in AMUR are protected by copyright, with all rights reserved, unless otherwise indicated.