Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Luiz Guilherme Rodrigues de Mello"'
Publikováno v:
Journal of Engineering Research. 2:2-19
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6a798d57bd00b433a1313d1eded021c
https://doi.org/10.22533/at.ed.3172282202127
https://doi.org/10.22533/at.ed.3172282202127
Autor:
Igor Amorim Beja, Márcio Muniz de Farias, Luiz Guilherme Rodrigues de Mello, Lucas Yuri da Silva Barbosa
Publikováno v:
International Journal of Pavement Research and Technology. 14:186-195
Dynamic properties like complex modulus and phase angle are fundamental for the modern designs of flexible pavements based on mechanistic-empirical methods. Several studies have already obtained a good database for these properties in conventional as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a23acecffc99c03446b79b9c6fee3eac
https://doi.org/10.1007/s42947-020-0143-8
https://doi.org/10.1007/s42947-020-0143-8
Publikováno v:
International Journal of Pavement Research and Technology, Vol 11, Iss 6, Pp 617-626 (2018)
Federal agencies and research centers around the world are studying and producing laboratory tests and procedures, as well predicting models, trying to obtain better insights related to fatigue in hot mix asphalt. The increasing interest in the devel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8e64d21bb7ff043333fde023dbefec14
https://doi.org/10.1016/j.ijprt.2018.02.003
https://doi.org/10.1016/j.ijprt.2018.02.003
Publikováno v:
Road Materials and Pavement Design. 19:417-430
Fatigue cracking is a major form of distress in asphalt pavements all over the world. Traditionally, fatigue has been analysed using a phenomenological approach, which relates the number of cycles ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fc441f5412b2a7edda93b3231e93149
https://doi.org/10.1080/14680629.2016.1261728
https://doi.org/10.1080/14680629.2016.1261728
Autor:
Rodrigo Preussler, Luiz Guilherme Rodrigues de Mello, Ernesto Simões Preussler, Márcio Muniz Farias
Publikováno v:
Transportes, Vol 24, Iss 4 (2016)
Most projects for the construction of big highways in Brazil are based on conventional design methods. It is also common practice in Brazil to adopt a period of ten years to account for the traffic load when designing flexible pavements. However, som
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77a882e2bb39143f27a5fbc69aedd0c0
https://revistatransportes.org.br/anpet/article/view/1056
https://revistatransportes.org.br/anpet/article/view/1056
Publikováno v:
Road Materials and Pavement Design. 11:681-700
Application of the Continuum Damage Theory (CDT) to evaluate the evolution of internal damage in Hot Mix Asphalt (HMA) is investigated in this paper. The CDT leads to the formulation of a characteristic curve relating normalized pseudo-stiffness and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f03292b97a9639cb904eda5edf08c74
https://doi.org/10.1080/14680629.2010.9690299
https://doi.org/10.1080/14680629.2010.9690299
Autor:
Felipe Filizzola Camargo
Publikováno v:
Biblioteca Digital de Teses e Dissertações da USP
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
Rubber asphalt has been used in Brazil as early as 2001. Among the fabrication processes of rubber asphalt, the most widely used in Brazil is the terminal blend. However, the use of field-blended rubber asphalt has been around in the United States fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::67b8e357250e1d0fcb6301d33acfab4c
Autor:
Lucio Salles de Salles
Publikováno v:
Biblioteca Digital de Teses e Dissertações da USP
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
O pavimento de concreto continuamente armado (PCCA) é caracterizado pela presença de uma alta taxa de armadura longitudinal localizada acima do meio da placa; essa armadura possibilita ao pavimento uma placa de concreto sem juntas. Diferentemente d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::381c98cf3eef2a1f2e5e20221cba165c