Zobrazeno 1 - 10
of 79
pro vyhledávání: '"M. Huurman"'
Publikováno v:
Asphalt Paving Technology.
This article presents the results of the LE2AP Life+ project. LE2AP is acronym for Low Emission2 Asphalt Pavement, where the 2 indicates that emission of pollutants and noise are considered. LE2AP concentrates on a novel way of circular asphalt recyc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c712796a5e61513e07216e4e957787a
https://doi.org/10.12783/aapt2018/33802
https://doi.org/10.12783/aapt2018/33802
Publikováno v:
Bearing Capacity of Roads, Railways and Airfields ISBN: 9781315100333
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::970f3470db854bab9ca6b6af3daac222
https://doi.org/10.1201/9781315100333-167
https://doi.org/10.1201/9781315100333-167
Publikováno v:
Materials and Structures. 47:947-961
This paper presents the development of a practical mortar fatigue model on the basis of the dissipated energy concept. A specially designed test setup was developed for characterization of mortar fatigue at meso-scale by means of dynamic shear rheome
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d19b0e4d28337bbeaa527fd30982efcf
https://doi.org/10.1617/s11527-013-0105-6
https://doi.org/10.1617/s11527-013-0105-6
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2370:53-62
Bituminous materials exhibit either one or a combination of viscous, elastic, and viscoelastic responses. When applied loads are limited, the materials’ behavior can be considered linear. For higher loads they exhibit a nonlinear response. In relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45ebf6543589a1dfa1ec9dbd89caf30e
https://doi.org/10.3141/2370-07
https://doi.org/10.3141/2370-07
Publikováno v:
Functional Pavement Design ISBN: 9781315643274
Pavement design is a probabilistic process as it involves many random variables.Through the incorporation of reliability, pavement design methods consider inputparameters variabilities effect on pa ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7632f613b95954c12f9763b40824c29b
https://doi.org/10.1201/9781315643274-78
https://doi.org/10.1201/9781315643274-78
Publikováno v:
Functional Pavement Design ISBN: 9781315643274
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81611260f807d332edad969e4d8a7115
https://doi.org/10.1201/9781315643274-75
https://doi.org/10.1201/9781315643274-75
Publikováno v:
Construction and Building Materials. 37:239-247
This paper focuses on the compaction characteristics and performance of warm mix asphalt containing chemical additive. Viscosity tests indicated the used chemical additive had a limited effect on viscosity reduction. Investigation into the ease of co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::805e16d28ced1a4764971dc236c30357
https://doi.org/10.1016/j.conbuildmat.2012.07.074
https://doi.org/10.1016/j.conbuildmat.2012.07.074
Publikováno v:
Construction and Building Materials. 33:41-47
The paper is focused on development of response and fatigue models of thin epoxy polymer overlay materials. Test data indicated that epoxy binder-steel bonding exhibited a strong temperature dependency. Fatigue models on epoxy binder-steel bonding an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfc673eef5f76d7b2ce3b0d0bf18c051
https://doi.org/10.1016/j.conbuildmat.2012.01.010
https://doi.org/10.1016/j.conbuildmat.2012.01.010
Publikováno v:
Finite Elements in Analysis and Design. 53:37-47
This paper presents numerical application of a modified Huet-Sayegh (MHS) model for modeling the response of bituminous materials. The model consists of elastic, viscoelastic and viscous response elements. Application of the model for describing the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d9a0bd49883f4944ca497db6f10bae6
https://doi.org/10.1016/j.finel.2012.01.003
https://doi.org/10.1016/j.finel.2012.01.003
Publikováno v:
Materials & Design. 37:137-143
Bituminous plug expansion joint materials containing high content of crumb rubber powder and granules were investigated. 20 wt% crumb rubber powder was added into SBS modified bitumen to produce a blended binder. Rheological test, which was done by a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14f94305df72e417177a0bb73f5a3b5c
https://doi.org/10.1016/j.matdes.2012.01.003
https://doi.org/10.1016/j.matdes.2012.01.003