Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Janusz Kozubal"'
Publikováno v:
PLoS ONE, Vol 14, Iss 3, p e0212902 (2019)
Sulphate attack is one of the most important factors that limit the lifetime of pure concrete constructions. Harsh environmental conditions have a large impact on the operational costs of concrete columns or piles dipped into soil. The results are no
Externí odkaz:
https://doaj.org/article/9728b5051b3847d58e0c0f708cf3e86c
Autor:
Roman Wróblewski, Janusz Kozubal
Publikováno v:
PLoS ONE, Vol 14, Iss 1, p e0209916 (2019)
Typical underground water storage facilities consist of reinforced concrete tanks and pipes. Although methods of their analysis are well developed, the use of these methods does not always give unambiguous results, as presented in the paper. An examp
Externí odkaz:
https://doaj.org/article/67c10bd1ac94484aab56c316a053264b
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 2 (2013)
A three dimensional probabilistic approach to analyzing laterally loaded piles is presented. Two typical subsurface models are used in the analyses: the first one consists of layered linear elastic soil where each layer has a random modulus of elasti
Externí odkaz:
https://doaj.org/article/476e3b05cb764de4a01b81ce73d5c61a
Evaluation of Anthropogenic Substrate Variability Based on Non-Destructive Testing of Ground Anchors
Publikováno v:
Materials
Materials, Vol 14, Iss 5131, p 5131 (2021)
Volume 14
Issue 18
Materials, Vol 14, Iss 5131, p 5131 (2021)
Volume 14
Issue 18
The purpose of this paper is to describe the variability of soil rheological properties based on research carried out using load tests of ground anchors under complex geotechnical conditions. The heterogeneity of soil should always be considered when
Publikováno v:
KSCE Journal of Civil Engineering. 23:3843-3853
In this study, we present reliability assessments for a monopile socketed into a vertical fissured unsaturated substrate correlated with the degree of saturation. The pile was loaded by concentrated lateral force in a three-dimensional space. Procedu
Publikováno v:
Materials
Volume 14
Issue 8
Materials, Vol 14, Iss 1968, p 1968 (2021)
Volume 14
Issue 8
Materials, Vol 14, Iss 1968, p 1968 (2021)
This paper contains the results of a newly developed residual-state creep test performed to determine the behavior of a selected geomaterial in the context of reactivated landslides. Soil and rock creep is a time-dependent phenomenon in which a defor
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
Autor:
Irina Galchenko, Janusz Kozubal, Zbigniew Muszyński, Rasaq Lawal, Marek Wyjadlowski, Piotr Wyborski, Zofia Zięba
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 906:012054
The description of the surface topography of building structures is important for contact tasks, bond strength and rheological processes monitoring. The determination of surface parameters is carried out using increasingly sophisticated methods and t
Publikováno v:
Archives of Civil and Mechanical Engineering. 17:954-963
The high-dimensional model representation (HDMR) and its modifications, the fractional HDMR (FHDMR) and hybrid HDMR (HHDMR), are new tools for calculating reliability indexes in stability analyses when several variables with large uncertainties are u
Publikováno v:
PLoS ONE
National Information Processing Institute
PLoS ONE, Vol 14, Iss 3, p e0212902 (2019)
National Information Processing Institute
PLoS ONE, Vol 14, Iss 3, p e0212902 (2019)
Sulphate attack is one of the most important factors that limit the lifetime of pure concrete constructions. Harsh environmental conditions have a large impact on the operational costs of concrete columns or piles dipped into soil. The results are no