Search

Your search keyword '"Maliszewski, Maciej"' showing total 29 results
Start Over Author "Maliszewski, Maciej"
29 results on '"Maliszewski, Maciej"'

1. Interlaboratory Test to Characterize the Cyclic Behavior of Bituminous Interlayers: An Overview of Testing Equipment and Protocols

Author

Canestrari, Francesco, Attia, Thomas, Di Benedetto, Hervé, Graziani, Andrea, Jaskula, Piotr, Kim, Youngsoo Richard, Maliszewski, Maciej, Pais, Jorge C., Petit, Christophe, Raab, Christiane, Ragni, Davide, Rys, Dawid, Sangiorgi, Cesare, Sauzéat, Cédric, Zofka, Adam, Di Benedetto, Hervé, editor, Baaj, Hassan, editor, Chailleux, Emmanuel, editor, Tebaldi, Gabriele, editor, Sauzéat, Cédric, editor, and Mangiafico, Salvatore, editor

Published
2022
Full Text
View/download PDF

2. Analiza przyczyn występowania rdzawych plam na powierzchni asfaltowej warstwy ścieralnej nawierzchni drogowej.

Author

Jasiński, Wiktor, Maliszewski, Maciej, Pryga-Szulc, Aneta, Bartz, Wojciech, and Przybylski, Patryk

Abstract

Copyright of Materiały Budowlane is the property of Wydawnictwo SIGMA-NOT and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2024
Full Text
View/download PDF

3. Interlaboratory Test to Characterize the Cyclic Behavior of Bituminous Interlayers: An Overview of Testing Equipment and Protocols

Author

Canestrari, Francesco, primary, Attia, Thomas, additional, Di Benedetto, Hervé, additional, Graziani, Andrea, additional, Jaskula, Piotr, additional, Kim, Youngsoo Richard, additional, Maliszewski, Maciej, additional, Pais, Jorge C., additional, Petit, Christophe, additional, Raab, Christiane, additional, Ragni, Davide, additional, Rys, Dawid, additional, Sangiorgi, Cesare, additional, Sauzéat, Cédric, additional, and Zofka, Adam, additional

Published
2021
Full Text
View/download PDF

10. Incidence of mechanical complications following myocardial infarction during the first two months of the COVID-19 pandemic in the Southern Poland region: a multicenter study

Author

Bryndza, Magdalena A., primary, Litwinowicz, Radosław, additional, Bartuś, Stanisław, additional, Nosal, Marcin, additional, Godlewski, Jacek, additional, Orzechowska, Anna, additional, Wiśniewski, Andrzej, additional, Korpak-Wysocka, Renata, additional, Rzeszutko, Łukasz, additional, Kocik, Paweł, additional, Matysek, Jerzy, additional, Klecha, Artur, additional, Wiśniowski, Łukasz, additional, Blicharz, Jarosław, additional, Maliszewski, Maciej, additional, Filip, Grzegorz, additional, Kapelak, Bogusław, additional, Bartuś, Krzysztof, additional, and Legutko, Jacek, additional

Published
2021
Full Text
View/download PDF

11. Urgent Pericardiocentesis Is More Frequently Needed After Left Circumflex Coronary Artery Perforation

Author

Surdacki, Michał A., primary, Major, Marcin, additional, Chyrchel, Michał, additional, Kleczyński, Paweł, additional, Rakowski, Tomasz, additional, Bryniarski, Leszek, additional, Ujda, Marek, additional, Wysocka, Renata, additional, Żmuda, Witold, additional, Wiśniewski, Andrzej, additional, Nosal, Marcin, additional, Maliszewski, Maciej, additional, Rzeszutko, Marcin, additional, Legutko, Jacek, additional, Surdacki, Andrzej, additional, Bartuś, Stanisław, additional, and Rzeszutko, Łukasz, additional

Published
2020
Full Text
View/download PDF

12. THE EFFECTIVENESS OF WEEKEND ROAD REHABILITATIONS IN WARSAW ON THE BASIS OF DEFLECTION BASIN INDICES.

Author

MALISZEWSKA, DOMINIKA, MALISZEWSKI, MACIEJ, and REMBELSKI, RAFAŁ

Subjects
PROGNOSTIC models, MUNICIPAL government, REHABILITATION, REHABILITATION technology, PAVEMENTS, RESEARCH institutes
Abstract

Copyright of Roads & Bridges / Drogi i Mosty is the property of Road & Bridge Research Institute and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2021
Full Text
View/download PDF

25. Glass and carbon geogrid reinforcement of asphalt mixtures

Author

Zofka, Adam, Maliszewski, Maciej, and Maliszewska, Dominika

Abstract

Application of geogrids for asphalt layers in road and airport pavements has been studied since early 1980s. This type of geosynthetics is feasible to mitigate reflective cracking and to prolong fatigue life, that is, to reinforce asphalt layers within pavement structure. Up to now, many laboratory and field studies demonstrated significant benefits of using geogrids but still several aspects of their working mechanism within adjacent asphalt layers remain not fully understood and need to be further explored. This paper presents an initial part of the long-term study initiated in Poland in order to fully assess the benefits of using geogrids within asphalt layers. The first part of this paper presents the state-of-the-art review on geogrid applications in asphalt layers. The next part demonstrates and discusses the results obtained on the geogrid-reinforced beams under monotonic and cyclic loading conditions. Three types of large beams were prepared in the laboratory conditions. One group comprises reference beams without any reinforcement and the other two were reinforced, respectively, with glass and carbon geogrids. Specimens were evaluated in a custom-made 3PB/4PB fixture at 13°C in order to observe their behaviour under force-controlled fatigue test and displacement-controlled fracture test. Results demonstrated a beneficial impact of fibre reinforcement on the development of beam deflections in the fatigue tests and significantly higher fracture energy in the post-peak softening region. These results will be used to prepare a new experimental campaign to closely investigate the reinforcement mechanism of geogrids within asphalt layers. The paper concludes with short- and long-term plans necessary to develop an official design procedure for the pavements with geogrid-reinforced asphalt layers in Poland.

Published
2017
Full Text
View/download PDF

26. APPLICATION OF FTIR ATR METHOD TO EXAMINE THE POLYMER CONTENT IN THE MODIFIED BITUMEN AND TO ASSESS SUSCEPTIBILITY OF BITUMEN TO AGEING.

Author

ZOFKA, ADAM, MALISZEWSKA, DOMINIKA, MALISZEWSKI, MACIEJ, and BORATYŃSKI, ACEK

Abstract

Copyright of Roads & Bridges / Drogi i Mosty is the property of Road & Bridge Research Institute and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2015
Full Text
View/download PDF

29. Inter-laboratory Shear Evaluation of Reinforced Bituminous Interfaces

Author

Christiane Raab, Gilda Ferrotti, Francesco Canestrari, Antonio D’Andrea, Manfred N. Partl, Cesare Sangiorgi, Maciej Maliszewski, Francesco Canestrari, Manfred Partl, Ferrotti, Gilda, D’Andrea, Antonio, Maliszewski, Maciej, Partl, Manfred N., Raab, Christiane, Sangiorgi, Cesare, and Canestrari, Francesco

Subjects
Materials science, business.industry, Glass fiber, asphalt concrete, grid reinforcement, inter-laboratory test, interface shear, civil and structural engineering, mechanics of materials, building and construction, System testing, Structural engineering, Grid, Asphalt concrete, Shear (geology), Asphalt, Mechanics of Material, Geotechnical engineering, Inter-laboratory, business, Reinforcement
Abstract

Over the last decades, the use of grids between asphalt layers has been gaining interest. Several test methods have been proposed in order to simulate the complex mechanical behavior of reinforced pavements and to assist practitioners in the selection of the appropriate reinforcement product. For this purpose, the Task Group 4 (Pavement Multilayer System Testing) of the RILEM technical committee TC 237-SIB (Testing and Characterization of Sustainable Innovative Bituminous Materials and Systems) organized an inter-laboratory experiment, constructing one trial test section to obtain double-layered asphalt pavement samples for the participating laboratories. The experiment placed two grid types (a glass fiber reinforced polymer grid and a carbon fiber/glass fiber pre-bituminised grid) between two asphalt layers, thereby creating two reinforced double-layered systems. As a control, an unreinforced interface was also realized. This paper presents the overall results of interlayer shear tests carried out by five participating laboratories using five different shear testing methodologies. The objective is to show the effect of two grid types on the shear behaviour of reinforced double-layered systems and to compare the findings which emerged from using different test devices and methods under different testing conditions (e.g. sample geometry, temperature, loading time, normal stress). Consistent and reliable results have been obtained through the various methodologies adopted. It has been observed that grid-reinforced samples provide lower interlayer shear strength compared with unreinforced samples. Glass-fiber grid system, which is of greater thickness and greater torsional stiffness, displayed less shear strength than carbon fiber/glass fiber-reinforced grid systems.

Published
2015
Full Text
View/download PDF

Catalog

Books, media, physical & digital resources
See catalog results