Research status summary of asphalt pavement technology on cement concrete bridge deck

HUANG Xiao-ming

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HUANG Xiao-ming. Research status summary of asphalt pavement technology on cement concrete bridge deck[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 1-10.

Citation:

HUANG Xiao-ming. Research status summary of asphalt pavement technology on cement concrete bridge deck[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 1-10.

HUANG Xiao-ming. Research status summary of asphalt pavement technology on cement concrete bridge deck[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 1-10.

Citation:

HUANG Xiao-ming. Research status summary of asphalt pavement technology on cement concrete bridge deck[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 1-10.

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Research status summary of asphalt pavement technology on cement concrete bridge deck

HUANG Xiao-ming

School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

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Author Bio:
HUANG Xiao-ming(1964-), male, professor, PhD, +86-25-83791654, huangxm@seu.edu.cn
Received Date: 2013-09-18
Publish Date: 2014-02-25

Abstract

Abstract

Through the analysis and summary on domestic and abroad research statuses and development trends of asphalt pavement technology on cement concrete bridge deck, the influences of concrete bridge types in different countries and traffic load circumstances on asphalt pavement technology were studied, especially on the mechanism of asphalt pavement diseases and the classification method, pavement structure combination, pavement material and pavement structure design. Analysis result shows that the durability of asphalt pavement is not entirely determined by the strength or excellence of pavement material, but more by the adaptabilities of pavement structure and material to bridge structure and concrete bridge deck. Integrated design of pavement and waterproof, construction quality control and evaluation methods are the keys to ensure the durability of pavement. The green materials of pavement for noise reduction, ice and snow melting, and easy regeneration are worth advocating. Asphalt pavement construction quality control system should be established and improved. Asphalt pavement typical structure with high humanization is worth studying.
- cement concrete bridge deck,
- asphalt pavement,
- material design,
- structure design,
- paving technology

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References(43)

References

[1]	JTG D60—2004, general code for design of highway bridges and culverts[S]. (in Chinese).
[2]	BILD S. Durability design criteria for bituminous pavements on orthotropic steel bridge decks[J]. Canadian Journal of Civil Engineering, 1987, 14 (1): 41-48. doi: 10.1139/l87-006
[3]	NISHIZAWA T, HIMENO K, NOMURA K, et al. Development of a new structural model with prism and strip elements for pavements on steel bridge decks[J]. The International Journal of Geomechanics, 2001, 1 (3): 351-369. doi: 10.1061/(ASCE)1532-3641(2001)1:3(351)
[4]	HUURMAN M, MEDANI T, MOLENAAR A A A, et al. APT testing and 3Dfinite element analysis of asphalt surfacings on orthotropic steel deck bridges[C]∥University of Minnesota. 2nd Internation Conference on Accelerated Pavement Testing. Minnesota: University of Minnesota, 2004: 7-23.
[5]	MANGUS A R. Orthotropic design meets cold weather challenges: an overview of orthotrcpic steel deck bridges in cold regions[J]. Welding Innovation, 2002, 19 (1): 1-7.
[6]	LUO Li-feng. Technology of steel fiber reinforced polymer modified concrete bridge deck pavement[M]. Guangzhou: South China University of Technology Press, 2004. (in Chinese).
[7]	LI Ming-guo. Structure analysis and material optimization for concrete beam bridge asphalt mixture deck[D]. Xi'an: Chang'an Universtiy, 2010. (in Chinese).
[8]	GUO Wei-bin. Deck pavements failure and rebuilt technology of Foshan Bridge[J]. Guangdong Gonglu Jiaotong, 1996 (4): 14-17. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GDGT199604005.htm
[9]	GUO Su-jun. Concrete pavement failures and repair measures of Jingqin Highway[J]. Transpoworld, 2009 (15): 74-75. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JTSJ200908028.htm
[10]	JTG D50—2006, specifications for design of highway asphalt pavement[S]. (in Chinese).
[11]	JTG D40—2011, specifications for design of highway cement concrete pavement[S]. (in Chinese).
[12]	HUANG De-shou. Petroleum asphalt impregnated brick bridge pavement[J]. Highway, 1957 (4): 18-21. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL195704010.htm
[13]	YE Hong-ying. Understanding of wooden bridge paving pavement[J]. Highway, 1958 (2): 27-28. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL195802013.htm
[14]	MIN Zi-chao. Discussion on road bridge deck pavement[J]. Highway, 1964 (6): 23-26. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL196406010.htm
[15]	CHEN Wei-zhang. Using of asphalt concrete bridge deck pavement can remove the waterproof layer[J]. Highway, 1965 (2): 27-28. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL196502011.htm
[16]	WU Rui. Opinion for simplified reinforced concrete bridge deck pavement[J]. Highway, 1964 (2): 20-21. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL196402010.htm
[17]	YANG Zhen-qing. Experience of foreign bridge deck waterproof paving[J]. Highway, 1964 (6): 21-22. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL196406009.htm
[18]	CHEN Wei-zhang. Deck pavement with waterproof layer on black base[J]. Municipal Engineering Technology, 1979 (4): 29. (in Chinese).
[19]	SAKURAGI T, NAGAYA A. Asphalt mixture paving at high-temperature on steel bridge deck[J]. East China Highway, 1989 (6): 77-79, 76. (in Chinese).
[20]	SHEN Wei, FU Hong-sheng. Application of modified emulsified asphalt latex in the concrete bridge deck waterproofing[J]. China Building Waterproofing, 1989 (4): 7-9. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGJF198904001.htm
[21]	LI Hong-dong. Disease analysis of the Fo-Kai highway deck pavement[J]. Municipal Engineering Technology, 1998 (3): 10-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SZJI199803002.htm
[22]	ZHANG Jian, DONG Qiang, LI Zhong-lin. On typical structure of bridge deck pavement above cement concrete bridge[J]. Chongqing Architacture, 2010, 9 (10): 1-4. (in Chinese). doi: 10.3969/j.issn.1671-9107.2010.10.001
[23]	SUTANTO M H. Assessment of bond between asphalt layers[D]. Nottingham: University of Nottingham, 2009.
[24]	British Board of Agrément. Guidelines document for the assessment and certification of waterproofing systems for use on concrete decks of highway bridges[R]. Watford: British Board of Agrément, 2005.
[25]	WEST R C, ZHANG J, MOORE J. Evaluation of bond strength between pavement layers[R]. Auburn: Auburn University, 2005.
[26]	MOHAMMAD L. Optimization of tack coat materials[R]. Baton Rouge: Louisiana State University, 2011.
[27]	SUTANTO M H. Development of automatic torque bond test[J]. Jurnal Transportasi, 2011, 11 (3): 191-200.
[28]	LIU X, SCARPAS A, LI J, et al. Application of MAT device to characterize the adhesive bonding strength of membrane in orthotropic steel deck bridges[C]∥ISAP. International Symposium on Heavy Duty Asphalt Pavements and Bridge Deck Pavements. Nanjing: ISAP, 2012: 1-10.
[29]	DOYLE K P, O'BRIEN E P, WARD T C. Adhesion between epoxy and glass measured by the shaft loaded blister test[R]. Ohio: Ohio University, 2000.
[30]	KOICHIRO S, YOSHIHARU M, KEN'ICHI H, et al. 混凝土桥面防水系统的比较——日本, 德国及英国[C]∥中国硅酸盐协会. 第十一届全国防水堵漏应用技术交流大会. 成都: 中国硅酸盐协会, 2005: 22-30. KOICHIRO S, YOSHIHARU M, KEN'ICHI H, et al. Comparison of concrete bridge deck waterproofing system in Japan, Germany and Britain[C]∥The Chinese Ceramic Society. Eleventh National Waterproof Plugging Technology Exchange Meeting. Chengdu: The Chinese Ceramic Society, 2005: 22-30.
[31]	CULLIMORE M S G, FLETT I D, SMITH J W. Flexure of Steel Bridge Deck Plate with Asphalt Surfacing[M]. Bristol: University of Bristol, 1983.
[32]	SEIBLE F, LATHAM C T. Analysis and design models for structural concrete bridge deck overlays[J]. Journal of Structural Engineering, 1990, 16 (10): 2711-2728.
[33]	WANG Hu, HU Chang-shun, WANG Bing-gang. Bending normal stress analysis of bridge deck pavement[J]. Engineering Mechanics, 1999, 16 (S): 235-238. (in Chinese). https://cpfd.cnki.com.cn/Article/CPFDTOTAL-LXFY199910003044.htm
[34]	LUO Li-feng, ZHONG Ming, HUANG Cheng-zao. Discuss on design method of bridge deck pavement[J]. Central South Highway Engineering, 1999, 24 (2): 20-22. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGL902.007.htm
[35]	LUO Li-feng, ZHONG Ming, Huang Cheng-zao. A design method for cement concrete bridge deck pavement[J]. Journal of South China University of Technology: Natural Science Edition, 2002, 30 (3): 61-65. (in Chinese). doi: 10.3321/j.issn:1000-565X.2002.03.017
[36]	ZHANG Zhan-jun, WANG Hu, HU Chang-shun, et al. Analysis of the load bending stress of concrete bridge decks with asphalt pavements and waterproof layer[J]. China Journal of Highway and Transport, 2004, 17 (4): 37-40. (in Chinese). doi: 10.3321/j.issn:1001-7372.2004.04.008
[37]	ZHAO Feng-jun, LI Yu-zhi, YI Wei-jian. A simplified model for interlaminar stress analysis of bridge asphalt pavement[J]. China Civil Engineering Journal, 2007, 40 (6): 100-104. (in Chinese). doi: 10.3321/j.issn:1000-131X.2007.06.018
[38]	FANG Zhi-he, YING Zi-long, XU Yi-li. Design on flexible waterproof layer of cement concrete bridge deck pavement[J]. Highway, 1991 (4): 9-12. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL199104001.htm
[39]	JI Jie, LONG Pei-heng, WANG Yi-juan, et al. Usign the equivalent design deffection to determine the thickness of bridge deck pavement[J]. Journal of Beijing Institute of Civil Engineering and Architecture, 2001, 17 (3): 61-64. (in Chinese). doi: 10.3969/j.issn.1004-6011.2001.03.015
[40]	CASTRO M. Structural design of asphalt pavement on concrete bridges[J]. Canadian Journal of Civil Engineering, 2004, 31 (4): 695-702.
[41]	HUURMAN M, MEDANI T O. The structural effects of adhesive membranes in asphalt surfacings on orthotropic steel deck bridges[R]. Delft: Delft University of Technology, 2005.
[42]	WALTER R. Cement-based overlay for orthotropic steel bridge decks: a multi-scale modeling approach[D]. Koebenhavn: Technical University of Denmark, 2005.
[43]	MEDANI T O, SCARPAS A, KOLSTEIN M H, et al. Design aspects for wearing courses on orthotropic steel bridge decks[R]. Delft: Delft University of Technology, 2002.