Zobrazeno 1 - 10
of 19
pro vyhledávání: '"M. R. Nivitha"'
Publikováno v:
Mechanics of Time-Dependent Materials. 27:79-98
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93f93841397e2915bdf0c51adcfe2860
https://doi.org/10.1007/s11043-021-09531-y
https://doi.org/10.1007/s11043-021-09531-y
Publikováno v:
International Journal of Pavement Research and Technology. 16:343-355
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6881991b50bf66e1c4721ae65f5adf1e
https://doi.org/10.1007/s42947-021-00135-w
https://doi.org/10.1007/s42947-021-00135-w
Publikováno v:
Proceedings of the Sixth International Conference of Transportation Research Group of India ISBN: 9789811935046
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccb4f49470eaf971360b8d9951e21c18
https://doi.org/10.1007/978-981-19-3505-3_6
https://doi.org/10.1007/978-981-19-3505-3_6
Publikováno v:
Sādhanā. 47
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cb32f025c1aefe70958e6b8a640a082
https://doi.org/10.1007/s12046-022-01841-2
https://doi.org/10.1007/s12046-022-01841-2
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cd7da8b485085ea41f1fdf8a112e34a7
https://doi.org/10.2139/ssrn.4226319
https://doi.org/10.2139/ssrn.4226319
Publikováno v:
Sādhanā. 46
Whitetopping technique for rehabilitation of bituminous pavements has been considered as a cost-effective solution when the life cycle cost of pavement is considered. Thin whitetopping is a preferred overlay when both the structural and functional ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da16e2d608d557fceb224076cf149fff
https://doi.org/10.1007/s12046-021-01675-4
https://doi.org/10.1007/s12046-021-01675-4
Publikováno v:
International Journal of Pavement Research and Technology. 12:595-603
Rutting is one of the major distresses observed in bituminous pavements. In the majority of the design approaches including the Indian Road Congress (IRC) guidelines for the design of bituminous pavements, the rut depth is predicted by limiting the v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab0662bfa85661a1ea66b83fe9068412
https://doi.org/10.1007/s42947-019-0071-7
https://doi.org/10.1007/s42947-019-0071-7
Publikováno v:
Arabian Journal for Science and Engineering. 44:8429-8437
Warm-mix asphalt (WMA) additives are widely used to reduce the mixing and compaction temperatures of the bituminous mixes. Due to lower aging temperature, one can expect a reduction in aging compounds in a WMA mix in comparison with the hot-mix aspha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::385ed0f51c1161c07dc7b41484eadb04
https://doi.org/10.1007/s13369-019-03965-w
https://doi.org/10.1007/s13369-019-03965-w
Autor:
M. R. Nivitha, J. Murali Krishnan
Publikováno v:
Road Materials and Pavement Design. 21:1341-1358
Developing an understanding of the compaction mechanics during the production process of the bituminous mixture is an essential step in the construction of bituminous pavement. As the binder is mix...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d93ca2e3906a3ee026563087c115e055
https://doi.org/10.1080/14680629.2018.1552890
https://doi.org/10.1080/14680629.2018.1552890
Publikováno v:
International Journal of Pavement Engineering. 21:766-780
The working temperature of a bituminous pavement can typically range from 75∘C to −20∘C. Bitumen shows a wide spectrum of mechanical behaviour in this temperature range and these include those of a...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::878b68115fcdc5a80ae8eeccc09e2bff
https://doi.org/10.1080/10298436.2018.1508846
https://doi.org/10.1080/10298436.2018.1508846