Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Maciej Sobótka"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 263-292 (2023)
In this paper, existing knowledge on the behaviour of soil-steel composite structures (SSCSs) has been reviewed. In particular, the response of buried corrugated steel plates (CSPs) to static, semistatic, and dynamic loads has been covered. Furthermo
Externí odkaz:
https://doaj.org/article/94b1f908ad6e4e45bb885d612ab1f532
Publikováno v:
Heliyon, Vol 10, Iss 1, Pp e23376- (2024)
This study analyses the effect of lateral shells on central shell at a different spacing in a multi-span soil-steel composite structure subjected to quasi-static moving loads. The displacements and internal forces of the central shell during consecut
Externí odkaz:
https://doaj.org/article/635d8d5c7c574fd9bd446d0244c1afa7
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 1, Pp 503-518 (2022)
The paper presents the approach for optimization of preventive/technological measures increasing the safety of tailings pond dams. It is based on the combined use of monitoring results as well as advanced 3D finite element (FE) modeling. Under consid
Externí odkaz:
https://doaj.org/article/ed2d64813fb04913a02a75426263db8d
Publikováno v:
MethodsX, Vol 10, Iss , Pp 102077- (2023)
A generalized, comprehensive approach to geotechnical design of earthen dams of dry flood-control reservoirs is developed. It consists of three steps: • In Step 1 three-dimensional (3D) model of terrain and dam subsoil is created. The arrangement o
Externí odkaz:
https://doaj.org/article/150923dfa1c041169977f709536412f9
Publikováno v:
Polymer Testing, Vol 118, Iss , Pp 107906- (2023)
This study aims at characterization of porous poly(ε-caprolactone) (PCL) scaffolds prepared by the methods of thermally induced phase separation (TIPS) and TIPS supported by particulate leaching (PL). Both techniques were combined with freeze-drying
Externí odkaz:
https://doaj.org/article/8f560d11c3ea48b4a9fc7ea566ac46b7
Evaluation of Mechanical Properties and HPM Pulse Shielding Effectiveness of Cement-Based Composites
Autor:
Michał Musiał, Dominik Logoń, Krzysztof Majcher, Paweł Niewiadomski, Tomasz Trapko, Kamila Jarczewska, Wojciech Pakos, Adrian Różański, Maciej Sobótka, Damian Stefaniuk
Publikováno v:
Energies, Vol 16, Iss 10, p 4062 (2023)
In today’s world, protection against electromagnetic waves, including high-power microwave (HPM) pulses, is becoming increasingly important. Hence, the aim of this research was to select an absorbing admixture, which, when used in an appropriate qu
Externí odkaz:
https://doaj.org/article/e37a7f7a5bcd4e35b5975292aaf00bd8
Autor:
Krzysztof Majcher, Michał Musiał, Wojciech Pakos, Adrian Różański, Maciej Sobótka, Tomasz Trapko
Publikováno v:
Energies, Vol 14, Iss 19, p 6061 (2021)
A modern weapon, high power microwave (HPM) pulses, can have a profound effect on the quality of functioning of society as the use of this weapon can result in damage to or destruction of electronic equipment and computer and telecommunications syste
Externí odkaz:
https://doaj.org/article/7445b714e3544beba929cc42f1c139fd
Autor:
Szczepan Grosel, Adrian Różański, Maciej Sobótka, Dariusz Łydżba, Jakub Rainer, Michał Pachnicz
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss 3, Pp 270-284 (2021)
The article proposes the methodology of designing dams of dry flood control reservoirs. The algorithm is developed so as to meet all the requirements given in the Eurocode 7 and, at the same time, to be efficient in terms of necessary calculation tim
Autor:
Paweł Stefanek, Michał Pachnicz, Dariusz Łydżba, Maciej Sobótka, Adrian Różański, Szczepan Grosel, Matylda Tankiewicz
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
Autor:
Maciej Sobótka
Publikováno v:
Structures. 23:612-620
The paper proposes a procedure for shape optimization of flexible soil-steel structures. The mechanical behaviour of such structures is significantly different in comparison to other bridge construction technologies. The load bearing capacity of the