Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Roman Nagórski"'
The Impact of Dynamic Effects on the Results of Non-Destructive Falling Weight Deflectometer Testing
Publikováno v:
Materials, Vol 17, Iss 17, p 4412 (2024)
The article investigates the impact of applying a dynamic computational model that considers inertia forces on pavement deflections under rapidly changing loads over time. This study is particularly relevant to the modelling of falling weight deflect
Externí odkaz:
https://doaj.org/article/47b2e453c78c425fbb00547094afdd72
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, Vol 14, Iss 4, p 873 (2021)
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
Externí odkaz:
https://doaj.org/article/3355f0ab762b4918868a4f9b65b590ca
Publikováno v:
Materials, Vol 14, Iss 3, p 480 (2021)
Since 2009, SBS (styrene-butadiene-styrene) polymer-modified binders (HiMA—Highly Modified Asphalt) have been tested worldwide. Highly modified binders are characterized by extraordinary properties resulting from the reversal of the binder-polymer
Externí odkaz:
https://doaj.org/article/dacdcd7346234ece9def237901e17285
Autor:
Roman Nagórski
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 4, Pp 155-170 (2018)
A review of mechanical models of road pavements in the form of a proposal of classification of these models is presented. It is assumed an autonomy of the following elements of pavement model: the models of structural layers, the subgrade model, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::607e752c318c6c552460fa0f4659e9fb
https://doi.org/10.2478/ace-2018-0068
https://doi.org/10.2478/ace-2018-0068
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9bec96973220c249c6ec3d897549ca95
http://europepmc.org/articles/PMC7917722
http://europepmc.org/articles/PMC7917722
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::014a36cffb4d25d3625863c2c5522b48
https://doi.org/10.2478/ace-2018-0031
https://doi.org/10.2478/ace-2018-0031
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::52415a47b0912e1f7b31b05bce2959d3
https://www.matec-conferences.org/articles/matecconf/pdf/2019/11/matecconf_krynica2018_05019.pdf
https://www.matec-conferences.org/articles/matecconf/pdf/2019/11/matecconf_krynica2018_05019.pdf
Publikováno v:
Archives of Civil Engineering, Vol 61, Iss 1, Pp 103-118 (2015)
The aim of the study is to compare flexible pavement design lifespans and the main factors which create their values for a standard structure and one with an anti-fatigue course AF at different parameter values of pavement and its load, relevant to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5f9d10ca5bf7ef9beaa37620d6af2f8
https://doi.org/10.1515/ace-2015-0007
https://doi.org/10.1515/ace-2015-0007