Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Douglas Martins Mocelin"'
Autor:
Gracieli Bordin Colpo, Lélio Antônio Teixeira Brito, Dionísio Doering, Douglas Martins Mocelin, Ana Paula Hilgert, Marlova Johnston, Jorge Augusto Pereira Ceratti
Publikováno v:
Transportes, Vol 28, Iss 2 (2020)
Fatigue is characterized by structural deterioration of a material when subjected to a state of repeated stress-strain cycles, thus resulting in cracking of the pavement and eventual failure after a sufficient number of cycles. The laboratory test co
Externí odkaz:
https://doaj.org/article/64252d400cc54bff86d3423c2298cb40
Autor:
Douglas Martins Mocelin, Mayzan Maher Isied, Maria Carolina Aparicio Alvis, Abhilash Kusam, B. Shane Underwood, Y. Richard Kim, Cassie Castorena
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. :036119812311616
There is currently uncertainty in how to properly account for partial recycled binder availability within asphalt mixture design procedures so that content of recycled asphalt materials (RAM) can be maximized while still achieving good performance. T
Publikováno v:
Canadian Geotechnical Journal. 57:1611-1616
During large earthquake events where bending moments within soil cements are induced, the tensile strength of cemented soil may govern the deformational behavior of improved ground. Several studies have been conducted to assess the tensile strength o
Autor:
Cassie Castorena, B. Shane Underwood, Douglas Martins Mocelin, Nooralhuda F. Saleh, Y. Richard Kim, Farhad Yousefi Rad
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:79-93
This paper presents a predictive framework for asphalt mixture moduli as a function of aging time with two levels of sophistication. This work is built on the method currently implemented in Pavement mechanistic-empirical (ME) that uses an effective
Publikováno v:
Advances in Materials and Pavement Performance Prediction II ISBN: 9781003027362
Advances in Materials and Pavement Performance Prediction II
Advances in Materials and Pavement Performance Prediction II
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c4cffeb48c2d2669905414a03b809a8
https://doi.org/10.1201/9781003027362-78
https://doi.org/10.1201/9781003027362-78
Autor:
Lélio Antônio Teixeira Brito, Gracieli Bordin Colpo, Jorge Augusto Pereira Ceratti, Douglas Martins Mocelin
Publikováno v:
Advances in Materials and Pavement Performance Prediction II ISBN: 9781003027362
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::84e01391288a9f5faef91a56dcd4adb6
https://doi.org/10.1201/9781003027362-35
https://doi.org/10.1201/9781003027362-35
Autor:
Raquel Wetzel, Davi Novicki Giese, Helena Batista Leon, Nilo Cesar Consoli, Douglas Martins Mocelin, Sérgio Filipe Veloso Marques
Publikováno v:
Transportation Geotechnics. 15:13-19
Reclaimed asphalt pavement (RAP) is the name given to reused pavement materials comprising asphalt and aggregates. Recycled RAP is almost always returned back into the roadway structure in some form, usually incorporated as a stabilized aggregate in
Publikováno v:
Journal of Testing and Evaluation. 50:20210039
Thermal cracking is one of the most prevalent types of distress found in asphalt concrete pavement sections. The coefficient of thermal contraction (CTC) is the intrinsic parameter that determines the thermal contraction of asphalt mixtures subjected
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 147:04020088
Thermal cracking is the predominant failure mode for asphalt pavements constructed in regions with severe air temperature drops or significant daily temperature variations. The thermal stre...
Autor:
Nooralhuda F. Saleh, Y. Richard Kim, Behrooz Keshavarzi, Michael D. Elwardany, Douglas Martins Mocelin, Farhad Yousefi Rad, Cassie Castorena, B. Shane Underwood
Publikováno v:
Construction and Building Materials. 258:120309
This study investigates the effects of long-term aging on pavement performance under realistic traffic and thermal conditions. Using the NCHRP 09-54 aging procedure, a systematic study of the effects of aging on asphalt mixture linear viscoelastic an