Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Tankiewicz, Matylda"'
Autor:
Tankiewicz, Matylda1 (AUTHOR) matylda.tankiewicz@upwr.edu.pl, Kowalska, Magdalena2 (AUTHOR) magdalena.kowalska@polsl.pl, Mońka, Jakub1 (AUTHOR)
Publikováno v:
Materials (1996-1944). Aug2024, Vol. 17 Issue 15, p3831. 23p.
Autor:
Tankiewicz Matylda, Kowalska Magdalena
Publikováno v:
E3S Web of Conferences, Vol 544, p 11011 (2024)
Stiffness is one of the most important characteristics of geomaterials, and at the same time one of the most difficult to evaluate. It can be described by means of various stress-strain moduli, whose values strongly depend on the strain range and on
Externí odkaz:
https://doaj.org/article/e6a40366270b4ee5a940192f4b66e2fa
Autor:
Tankiewicz, Matylda1 matylda.tankiewicz@upwr.edu.pl, Monka, Jakub2 jakub.monka@upwr.edu.pl, Zieba, Zofia1 zofia.zieba@upwr.edu.pl
Publikováno v:
Archives of Civil Engineering (Polish Academy of Sciences). 2023, Vol. 69 Issue 3, p269-284. 16p.
Autor:
Łydżba Dariusz, Różański Adrian, Sobótka Maciej, Pachnicz Michał, Grosel Szczepan, Tankiewicz Matylda, Stefanek Paweł
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss 2, Pp 181-194 (2021)
In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska
Externí odkaz:
https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2
Autor:
Tankiewicz Matylda
Publikováno v:
Open Geosciences, Vol 10, Iss 1, Pp 902-910 (2018)
Nanoindentation is a test carried out in a small scale, during which a rigid indenter (of known hardness and geometry) is pressed into the tested material. The results of the test are the load and unload curves, from which the harerial characterized
Externí odkaz:
https://doaj.org/article/e005b0ed9d2f487cadc396fef7e9ea9a
Autor:
Tankiewicz Matylda, Kawa Marek
Publikováno v:
Studia Geotechnica et Mechanica, Vol 39, Iss 3, Pp 59-65 (2017)
The paper presents the identification methodology of anisotropic criteria based on triaxial test results. The considered material is varved clay – a sedimentary soil occurring in central Poland which is characterized by the so-called “layered mic
Externí odkaz:
https://doaj.org/article/ae0c23c76e13486f98476b08d70385df
Autor:
Stróżyk Joanna, Tankiewicz Matylda
Publikováno v:
Studia Geotechnica et Mechanica, Vol 38, Iss 3, Pp 67-72 (2016)
The paper presents the results of a triaxial test conducted on stiff, consolidated clays. The standard TXCIU procedure (isotropic consolidation and undrained shearing) was applied in the laboratory soil tests. The undrained elastic modulus Eu50 was d
Externí odkaz:
https://doaj.org/article/2fd9fb7d5c954f9c8de9f005a974d29f
Publikováno v:
Studia Geotechnica et Mechanica, Vol 36, Iss 4, Pp 47-55 (2015)
The paper demonstrates the applicability of X-ray microtomography (ìCT) to analysis of the results of shear strength examinations of clayey soils. The method of X-ray three-dimensional imaging offers new possibilities in soil testing. The work focus
Externí odkaz:
https://doaj.org/article/9a043a81f97b4562a07f9a8baaad2dad