[1] Chen Xianhua, Huang Wei, Wang Jianwei,. Permanent deformation and deformation compliance ofguss-asphalt for orthotropic steel deck plate surfacing [J]. Journal of Southeast University (English Edition), 2004, 20 (3): 360-363. [doi:10.3969/j.issn.1003-7985.2004.03.019]

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Permanent deformation and deformation compliance ofguss-asphalt for orthotropic steel deck plate surfacing()

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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:

20

Issue:

2004 3

Page:

360-363

Research Field:

Traffic and Transportation Engineering

Publishing date:

2004-09-30

Info

Title:

Permanent deformation and deformation compliance ofguss-asphalt for orthotropic steel deck plate surfacing

Author(s):

Chen Xianhua;  Huang Wei;  Wang Jianwei

College of Transportation, Southeast University, Nanjing 210096, China

Keywords:

permanent deformation;  deformation compliance;  guss-asphalt

PACS:

TU249.2

DOI:

10.3969/j.issn.1003-7985.2004.03.019

Abstract:

Indentation test and bending test were adopted to investigate permanent deformation and deformation compliance of guss-asphalt for orthotropic steel deck plate. Factors of mastic Epüre content, fine to coarse aggregate proportion, temperature and loading pressure were investigated. It is pointed out that mastic Epüre content, temperature and loading pressure are the main factors influencing permanent deformation of guss-asphalt; fine to coarse aggregate proportion influences its maximum bending strain and crack energy at low temperature. The results indicate that there exists an optimum mastic Epüre content, and a critical operation temperature as well as a critical loading pressure for guss-asphalt in operation.

References:

[1] JYBCB, College of Transportation of Southeast University. Guss-asphalt and structure research for JYYR Bridge(final research report)[R]. Nanjing: Southeast University, 2000.(in Chinese)
[2] College of Transportation of Southeast University. Survey on steel deck with asphalt pavement for Runyang Bridge [R]. Nanjing: Southeast University, 2001.(in Chinese)
[3] College of Transportation of Southeast University. Project of partly rehabilitating pavement of Jiangyin Bridge’s steel deck plate(final research report)[R]. Nanjing: Southeast University, 2003.(in Chinese)
[4] Deng Xuejun. Asphalt pavement stability at high-temperature for Jiangyin bridge in China[J]. Journal of Traffic and Transportation Engineering, 2002, 2(2): 1-7.(in Chinese)
[5] Chen Xianhua, Huang Wei. Studies on high temperature stability of guss-asphalt as steel deck pavement [J]. Journal of Chongqing Jiaotong University, 2003, 22(1): 32-35.(in Chinese)
[6] Chen Xianhua, Huang Wei, Li Hongtao, et al. Properties of guss-asphalt for orthotropic steel deck plate surfacing [J]. Journal of Highway and Transportation Research and Development, 2004, 21(9): 26-29.(in Chinese)
[7] Germany Standart. Zusätzliche Technische Vertragsbedingungen und Richtlinien für die Herstellung von Brückenbelägen auf Stahl(ZTV-BEL-ST-92)[S]. 1992.
[8] Chen Xianhua. Structure research on steel deck plate with asphalt pavement for Runyang Bridge [D]. Nanjing: College of Transportation, Southeast University, 2003.(in Chinese)
[9] Edwards Ylva, Westergren Pereric. Polymer modified waterproofing and pavement system for high coast bridge in Sweden[R]. Sweden: Swedish National Road and Transportation Research Institute, 2001.

Memo

Memo:

Biographies: Chen Xianhua(1976—), male, graduate; Wang Jianwei(corresponding author), male, associate researcher, uibe95@163.com.

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