Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mohsen Alae"'
Publikováno v:
International Journal of Pavement Engineering. :1-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::173fd067c497cb0d23eb106488b69aaf
https://doi.org/10.1080/10298436.2022.2152024
https://doi.org/10.1080/10298436.2022.2152024
Publikováno v:
Journal of Materials in Civil Engineering. 35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2948acb5a6fa29dedfd8acc6569bec7f
https://doi.org/10.1061/jmcee7.mteng-14891
https://doi.org/10.1061/jmcee7.mteng-14891
Publikováno v:
International Journal of Pavement Engineering. :1-15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89dc2b6fe5e73cb31a8e650869de49e8
https://doi.org/10.1080/10298436.2021.2024187
https://doi.org/10.1080/10298436.2021.2024187
Publikováno v:
Road Materials and Pavement Design. 23:2227-2249
Due to time-temperature dependent behavior of asphalt concrete (AC), viscoelastic analysis is necessary for understanding the mechanism of top-down cracking (TDC). In this study, a new approach for...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::393e03b2b43c10be655696fdd2fe945a
https://doi.org/10.1080/14680629.2021.1963816
https://doi.org/10.1080/14680629.2021.1963816
Publikováno v:
Road Materials and Pavement Design. 22:2289-2309
The horizontal tensile strain at the top of asphalt concrete (AC) layer is considered as the most appropriate response of pavement for analysing Top-down cracking (TDC). In this study, influence of...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5106e48c24e80d9a7dc5025ea52b95fc
https://doi.org/10.1080/14680629.2020.1753099
https://doi.org/10.1080/14680629.2020.1753099
Publikováno v:
Canadian Journal of Civil Engineering. 47:317-325
This study is to evaluate the dynamic effects of falling weight deflectometer (FWD) loading on the surface deflection of asphalt pavement and the accuracy of statically backcalculated layer moduli from FWD data. The dynamic and static deflections wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8bbfc9dfc243862887dee6694d5aec2b
https://doi.org/10.1139/cjce-2019-0152
https://doi.org/10.1139/cjce-2019-0152
Publikováno v:
Journal of Cleaner Production. 384:135587
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6873446edeb78f7cc2316a6c43b6d0a3
https://doi.org/10.1016/j.jclepro.2022.135587
https://doi.org/10.1016/j.jclepro.2022.135587
Publikováno v:
Canadian Journal of Civil Engineering. 46:704-711
Top-down cracking (TDC) has been recognized worldwide and is regarded as a major type of asphalt pavement distress. In this study, fracture mechanisms behind the TDC propagation and fatigue life of pavements were investigated under dual tire loads us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88c9b1919715759802e5319be9f52c1b
https://doi.org/10.1139/cjce-2018-0432
https://doi.org/10.1139/cjce-2018-0432
Publikováno v:
International Journal of Pavement Engineering. 21:280-288
Different types of responses have been considered in the past as the driving forces of the top-down cracking (TDC). The horizontal tensile strain at the surface is the most appropriate resp...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc4774e68f6896806e42f3fbc45a8be8
https://doi.org/10.1080/10298436.2018.1461870
https://doi.org/10.1080/10298436.2018.1461870
Publikováno v:
Road Materials and Pavement Design. 19:1436-1447
Various types of responses have been selected in the past as the driving forces of the top-down cracking. However, the most appropriate candidate for top-down cracking is the horizontal tensile strain at the pavement surface, considering the horizont
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a198fcbd2ad216db04b2cb9231f93c9
https://doi.org/10.1080/14680629.2017.1303394
https://doi.org/10.1080/14680629.2017.1303394