Zobrazeno 1 - 10
of 92
pro vyhledávání: '"Sobótka, Maciej"'
Autor:
Bodak Bartłomiej, Sobótka Maciej
Publikováno v:
Studia Geotechnica et Mechanica, Vol 46, Iss 1, Pp 1-20 (2024)
This study evaluates various methods for estimating soil permeability using microtomography-derived data and compares them to the conventional laboratory approaches. Different methods, including measurement in custom-designed permeameter at micro-CT-
Externí odkaz:
https://doaj.org/article/ba6fe9ecb50b471196e10818e08ae554
Publikováno v:
In Engineering Structures 1 August 2024 312
Autor:
Łydżba, Dariusz, Różański, Adrian, Kawa, Marek, Masłowski, Mikołaj, Rainer, Jakub, Sobótka, Maciej, Stefanek, Paweł
Publikováno v:
In Engineering Geology May 2024 333
Publikováno v:
In Heliyon 15 January 2024 10(1)
Publikováno v:
In Polymer Testing 15 January 2023 118
Akademický článek
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Autor:
Stefaniuk, Damian, Sobótka, Maciej, Jarczewska, Kamila, Logoń, Dominik, Majcher, Krzysztof, Musiał, Michał, Niewiadomski, Paweł, Pakos, Wojciech, Różański, Adrian, Trapko, Tomasz
Publikováno v:
In Cement and Concrete Composites November 2022 134
Autor:
Legese, Alemu Mosisa1 alemu.legese@pwr.edu.pl, Sobótka, Maciej1 maciej.sobotka@pwr.edu.pl, Machelski, Czesław2 czeslaw.machelski@pwr.edu.pl, Rózanski, Adrian3 adrian.rozanski@pwr.edu.pl
Publikováno v:
Archives of Civil Engineering (Polish Academy of Sciences). 2023, Vol. 69 Issue 4, p263-292. 30p.
Publikováno v:
Studia Geotechnica et Mechanica, Vol 44, Iss 1, Pp 26-37 (2022)
This paper analyses displacements of a shell in a soil-steel bridge subjected to quasi-static moving loads. The considerations relate to a large span structure located in Ostróda, Poland. In particular, shell displacements during a loading cycle con
Externí odkaz:
https://doaj.org/article/bd52dd1d71f84d98b9729dbcc6f53863
Autor:
Łydżba Dariusz, Różański Adrian, Sobótka Maciej, Pachnicz Michał, Grosel Szczepan, Rainer Jakub
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
Externí odkaz:
https://doaj.org/article/4b66743dcd004c4da5fa8b6130bb1704