2015
DOI: 10.1016/j.conbuildmat.2014.12.120
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Mechanical 3D characterization of epoxy asphalt concrete for pavement layers of orthotropic steel decks

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Cited by 55 publications
(21 citation statements)
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“…In particular, the following preferential directions can be recognized: (1) horizontal longitudinal direction (direction 1), (2) vertical direction (direction 2) and, (3) transverse horizontal direction (direction 3).…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…In particular, the following preferential directions can be recognized: (1) horizontal longitudinal direction (direction 1), (2) vertical direction (direction 2) and, (3) transverse horizontal direction (direction 3).…”
Section: Introductionmentioning
confidence: 99%
“…In pavement design, Poisson's ratio of hot mix asphalt (HMA) is often assumed to be constant though several experimental studies have shown its time (frequency) and temperature dependence [1][2][3][4][5][6][7][8][9][10][11][12][13]. Sensitivity analyses were conducted by Maher and Bennert [14] and by Schwartz et al [15], using the MEPDG software to evaluate how change in the Poisson's ratio of the HMA layers affect distress predictions in a typical pavement structure.…”
Section: Introductionmentioning
confidence: 99%
“…Existing studies have shown that for conventional steel bridge deck systems, the eight structural parameters have greater impact on the mechanical response of the system, which include the thickness of the top plate [15,16], the thickness of the U-ribs [17], the thickness of the diaphragm [15], the spacing of the diaphragms [15], the thickness of the bottom pavement layer [17], the elastic modulus of the bottom pavement layer [18], the thickness of the top pavement layer [17], and the elastic modulus of the top pavement 3 Research layer [18]. This study selects these eight structural parameters for the response surface construction.…”
Section: The Main Structural Parameters and Their Value Rangesmentioning
confidence: 99%
“…Due to the comprehensive action of vehicle loads, bridge vibrations and severe weather conditions, the deformation and mechanics characteristics of steel bridge deck pavements are more complicated and abominable than those in general pavement structure, resulting in a higher requirement of deck-paving materials for the resistance to permanent deformation, fatigue and thermal cracking, moisture-induced damage and slippage (Huang, 2007;Jacobs, 1995;Lu, 2000;Nishizawa, Himeno, Uchida, Nomura, & Higashi, 2004;Park, Choi, Lee, & Hwang, 2009;Zhang, Ye, & Yuan, 2013). Extensive efforts have been made on the research of deck-paving materials for steel bridges over the last decades (Bocci, Graziani, & Canestrari, 2015;Günther, Bild, & Sedlacek, 1987;Medani, Scarpas, Kolstein, & Molenaar, 2002;Metcalf, 1967;Olard, Heritier, Loup, & Krafft, 2005;Widyatmoko, Elliott, & Read, 2005).…”
Section: Introductionmentioning
confidence: 97%