Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Baoyang Yu"'
Publikováno v:
Buildings, Vol 13, Iss 9, p 2297 (2023)
To achieve sustainable development during urbanization, construction waste is recycled for use as an aggregate in recycled concrete (RC). To determine the influence of the brick content in coarse recycled aggregates on the damage sustained by the res
Externí odkaz:
https://doaj.org/article/1b0f71874a944bd7a5e04031343c3c13
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
To reasonably describe the damage characteristics of composite modified open graded friction course (OGFC) after multiple freeze-thaw cycles, based on the Able viscoelastic constitutive equation, a viscoelastic model of freeze-thaw damage was constru
Externí odkaz:
https://doaj.org/article/aae15dc03524450c83450fb2bd8d3780
Publikováno v:
Advances in Materials Science and Engineering, Vol 2021 (2021)
In this study, a freeze-thaw split test was carried out to simulate the frost-heaving behavior of permeable asphalt concrete (PAC). Furthermore, the water stability problems caused by spalling and loosening were studied. Through a comparative analysi
Externí odkaz:
https://doaj.org/article/005f45d63b954cd2839db6caf9ccb51f
Publikováno v:
Coatings; Volume 13; Issue 7; Pages: 1172
The change law of the temperature field of an open-graded friction course (OGFC) asphalt pavement was studied. The thermal conductivity of OGFC asphalt mixtures with different oil–stone ratios was measured using a thermal-conductivity tester. The r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::48616eafc3c9685168f239bfe15a7b91
Publikováno v:
Stavební obzor - Civil Engineering Journal. 31:260-273
To study the deformation and failure behavior of the open-graded friction course (OGFC) before cracking at low temperatures, a four-point bending test of the trabecula was conducted, and the deformation process was monitored by the digital speckle me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5698b5ef721166e8a04ec914169f30c
https://doi.org/10.14311/cej.2022.02.0020
https://doi.org/10.14311/cej.2022.02.0020
Publikováno v:
Advances in Materials Science and Engineering, Vol 2021 (2021)
In this study, a freeze-thaw split test was carried out to simulate the frost-heaving behavior of permeable asphalt concrete (PAC). Furthermore, the water stability problems caused by spalling and loosening were studied. Through a comparative analysi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3709ccca0821a0bb4cdb2193228e21f8
https://doi.org/10.1155/2021/9954504
https://doi.org/10.1155/2021/9954504
Publikováno v:
Coatings, Vol 11, Iss 1516, p 1516 (2021)
Coatings; Volume 11; Issue 12; Pages: 1516
Coatings; Volume 11; Issue 12; Pages: 1516
Dust, sediment, and stone chips often block the rainwater-infiltration paths of permeable pavements, which, in conjunction with vehicle load, reduces drainage capacity. To restore this capacity, a reasonable maintenance time and suitable maintenance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06b98fa92605aa993f06dd7d2ee9eb95
https://www.mdpi.com/2079-6412/11/12/1516
https://www.mdpi.com/2079-6412/11/12/1516
Publikováno v:
International Journal of Pavement Research and Technology, Vol 10, Iss 6, Pp 553-562 (2017)
Cross-tensioned concrete pavements (CTCPs) are used in the construction of continuous Portland cement concrete pavements. They eliminate the need for transverse joints and also restrict cracking of the pavement. A CTCP consists of three components, n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afbca5f934462a7dad1e8c5e6d39127b
http://www.sciencedirect.com/science/article/pii/S1996681416302139
http://www.sciencedirect.com/science/article/pii/S1996681416302139
Publikováno v:
Civil Engineering Journal; 2022, Vol. 31 Issue 2, p260-273, 14p
Publikováno v:
DEStech Transactions on Materials Science and Engineering.
The modification mechanism of Buton rock asphalt is physical modification, without changing the original structure of the mixture, joined the Buton rock asphalt, rutting depth deformation of asphalt mixture decreases. It can improve the dynamic stabi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fbd770be555ec1e1ec4299c61b98c4f
https://doi.org/10.12783/dtmse/ictim2017/9935
https://doi.org/10.12783/dtmse/ictim2017/9935