Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Paweł Tutka"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 3, Pp 5-22 (2022)
One of the common defects of flexible road pavement is the loss of bonding between two layers of asphalt concrete: the base course and the binder course. The occurrence of this phenomenon has a major impact on the observed state of deflection and def
Externí odkaz:
https://doaj.org/article/4271d096302644e2ab12535edb7f430b
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 4, Pp 605-624 (2021)
The introduction of new road pavement materials causes the need to verify whether the existing pavement design methods enable correct incorporation of their properties. In the case of asphalt pavements, the origins of contemporary methods may be trac
Externí odkaz:
https://doaj.org/article/91ec08ecda944f689fde3ab45fcee4a4
Publikováno v:
Materials
Materials, Vol 14, Iss 873, p 873 (2021)
Volume 14
Issue 4
Materials, Vol 14, Iss 873, p 873 (2021)
Volume 14
Issue 4
Nondestructive tests of road pavements are among the most widely used methods of pavement condition diagnostics. Deflections of road pavement under a known load are most commonly measured in such tests, e.g., with the use of falling weight deflectome
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 3, Pp 81-97 (2018)
SummaryPavements made of cement concrete, used for road constructions, are damaged during use. This applies to both the pavements of rural and forest roads with very low traffic loads, as well as road pavements with high traffic loads. One of the mos
Publikováno v:
MATEC Web of Conferences, Vol 262, p 05019 (2019)
Asphalt road pavements are subject to damage under the influence of loads from the traffic of vehicles and of the environmental factors. One of the ways to strengthen damaged flexible pavements is to apply a cement concrete overlay with continuous re
Autor:
Grzegorz Adamczewski, Paweł Tutka, Bartłomiej Migacz, Marta Sitek, Maja Natorff, Marcin Szyszko
Publikováno v:
Procedia Engineering. 91:99-104
The paper presents results of wedge splitting tests (WST) for high-strength concrete performed in a laboratory and an attempt to develop a numerical model of the test. Characteristics of high-strength concretes as well as the experimental setup of WS
Publikováno v:
Warsaw University of Technology-OmegaPSIR
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::5f5ef0dec3c67510226efd1bc9cb5fde
http://yadda.icm.edu.pl/yadda/element/bwmeta1.element.baztech-32103042-6d63-4312-9646-5c775a34680d
http://yadda.icm.edu.pl/yadda/element/bwmeta1.element.baztech-32103042-6d63-4312-9646-5c775a34680d