Zobrazeno 1 - 10
of 56
pro vyhledávání: '"J. Stróżyk"'
Publikováno v:
Materials
Volume 13
Issue 11
Materials, Vol 13, Iss 2542, p 2542 (2020)
Volume 13
Issue 11
Materials, Vol 13, Iss 2542, p 2542 (2020)
The importance of surface roughness and its non-destructive examination has often been emphasised in structural rehabilitation. The presented innovative procedure enables the estimation of concrete-to-concrete strength based on a combination of low-c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d7b3edbfe88d8cc8761cc547c94d58a
http://europepmc.org/articles/PMC7321468
http://europepmc.org/articles/PMC7321468
Autor:
J. Stróżyk, Matylda Tankiewicz
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::df2b01d4c1def359cc56072c1a84ec14
https://doaj.org/article/2fd9fb7d5c954f9c8de9f005a974d29f
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::61d944d52107a1b812c2dd33c5664c84
http://www.degruyter.com/view/j/sgem.2014.36.issue-4/sgem-2014-0035/sgem-2014-0035.xml?format=INT
http://www.degruyter.com/view/j/sgem.2014.36.issue-4/sgem-2014-0035/sgem-2014-0035.xml?format=INT
Autor:
J. Stróżyk
Publikováno v:
Procedia Earth and Planetary Science. 15:293-298
The main topic of the study was to characterize the over-consolidation state of stress in the Poznan Clay and estimate the average over-consolidation ratio and pre-consolidation pressure values for different depth of deposits. The Poznan Clay occurs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3920c5047f42da02ccc48c1f0979790d
Autor:
J. Stróżyk, Matylda Tankiewicz
Publikováno v:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. 45:207-216
Undrained shear strength of the heavily consolidated clay. The undrained shear strength (cu) is considered one of the most basic parameter characterizing soils in engineering practice. The particular importance of cu is in the case of clayey soil. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55ed30cd8f6e5d95ee72c7c1329ab70b
https://doi.org/10.2478/sggw-2013-0017
https://doi.org/10.2478/sggw-2013-0017
Autor:
J. Stróżyk
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 95:022055
The paper presents results of laboratory shear strength test conducted on fine-grained soil samples with different grain size distribution and with different geological age and stress history. The Triaxial Isotopic Consolidation Undrained Tests (TXCI
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2ba11a45b8656e9f12ad0fa1c21a395
https://doi.org/10.1088/1755-1315/95/2/022055
https://doi.org/10.1088/1755-1315/95/2/022055
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Autor:
J. Stróżyk, Matylda Tankiewicz
Publikováno v:
Procedia Engineering. :317-321
The paper presents results of laboratory unconfined and confined shear tests. Tests were conducted on samples of clays taken from depth 100-300 meters below ground level. All confined tests were performed in triaxial apparatus following TXCIU procedu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46faa0a7852f66d3a943a609769b376c
Akademický článek
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