Skip to main content
Log in

Design and construction of super-long span bridges in China: Review and future perspectives

  • Review
  • Published:
Frontiers of Structural and Civil Engineering Aims and scope Submit manuscript

Abstract

Super-long span bridges demand high design requirements and involve many difficulties when constructed, which is an important indicator to reflect the bridge technical level of a country. Over the past three decades, a large percentage of the new long-span bridges around the world were built in China, and thus, abundant technological innovations and experience have been accumulated during the design and construction. This paper aims to review and summarize the design and construction practices of the superstructure, the substructure, and the steel deck paving of the long-span bridges during the past decades as well as the current operation status of the existing long-span bridges in China. A future perspective was given on the developing trend of high-speed railway bridge, bridge over deep-sea, health monitoring and maintenance, intellectualization, standard system, and information technology, which is expected to guide the development direction for the construction of future super long-span bridges and promote China to become a strong bridge construction country.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Pan R. Achievements, quality and safety of major public facilities and infrastructure projects in China. Hubei Education: Leadership. Science Forum, 2018, 6(4): 51–60 (in Chinese)

    Google Scholar 

  2. Gao Z Y, Mei X Y, Xu W, Zhang Y F. Overall design of Hutong Yangtze River Bridge. Bridge Construction, 2015, 45(6): 1–6 (in Chinese)

    Google Scholar 

  3. Hu M Y, Huang B S, Yu J L. Key Techniques for design of Edong Yangze River Highway Bridge. Bridge Construction, 2011, (5): 64–68 (in Chinese)

  4. Shen W. Review of construction of sea-crossing bridge in Zhoushan continental island connecting project. In: The 5th National Highway Science and Technology Innovation Forum. Beijing: China Highway Society, 2010 (in Chinese)

    Google Scholar 

  5. Liu J S, Zhang Q H, Li Y T, Kang H. Summary of Xiamen Haicang Bridge west channel bridge project. Highway, 1999, 11: 1–4 (in Chinese)

    Google Scholar 

  6. Ji L, Ruan J, Wang T. Key technology of 3-pylon 2-span suspension bridge of Taizhou Bridge. Journal of Highway and Transportation Research and Development, 2015, 32(02): 94–99 (in Chinese)

    Google Scholar 

  7. Lin Y P, Zhang Z H, Ma B, Zhou L. Lupu Arch Bridge, Shanghai. China Civil Engineering Journal (New York), 2005, 1: 71–77 (in Chinese)

    Google Scholar 

  8. Tang G W, Zheng W S, Zheng G, Gao W J. Dynamic model test of Chaotianmen Yangtze River Bridge in Chongqing. Highway, 2009, 5: 146–151 (in Chinese)

    Google Scholar 

  9. Qin S Q. Nanjing Dashengguan Yangtze River Bridge. Democracy and Science, 2017, 2: 53 (in Chinese)

    Google Scholar 

  10. Chen R L. The design and construction scheme of Beipanjiang Bridge on Shanghai-Kunming special passenger line. Sci-tech Information Development and Economy, 2011, 21(22): 175–179 (in Chinese)

    Google Scholar 

  11. Editorial department of China Journal of Highway and Transport. Review on China bridge engineering research: 2014. China Journal of Highway and Transport, 2014, 27(5): 1–96 (in Chinese)

    Google Scholar 

  12. Peng J X. Life-cycle cost-based bridge entire-life design method. Dissertation for the Doctoral Degree. Changsha: Hunan University, 2009 (in Chinese)

    Google Scholar 

  13. Cao M J. The cantilever method of prestressed concrete continuous rigid frame bridge construction monitoring. Thesis for the Master’s Degree. Xi’an: Chang’an University, 2016 (in Chinese)

    Google Scholar 

  14. Hao J X. Study on life cycle risk assessment and countermeasure of long-span cable-stayed bridge. Thesis for the Master’s Degree. Xi’an: Chang’an University, 2017 (in Chinese)

    Google Scholar 

  15. Wu H J. Durability design approaches for bridge structures. Dissertation for the Doctoral Degree. Shanghai: Tongji University, 2006 (in Chinese)

    Google Scholar 

  16. Hao W X. The research on bridge technological transformation and decision-making based on the life cycle cost. Thesis for the Master’s Degree. Xi’an: Chang’an University, 2008 (in Chinese)

    Google Scholar 

  17. Zhang X G, Yuan H, Pei M S. Key design technology of SuTong Yangtze river highway bridge. Highway, 2009, 5: 6–10 (in Chinese)

    Google Scholar 

  18. Zhu P J. Jiangyin Yangtze River Highway Bridge. Highway, 1998, 8: 6–9 (in Chinese)

    Google Scholar 

  19. Wu W S, Wang R G, Wang Z F. Design of steel box girders of channel bridges of Hangzhou Bay Sea-crossing Bridge. Bridge Construction, 2006, 3: 24–26 (in Chinese)

    Google Scholar 

  20. Song H, Wang X D. Overall design of Xihoumen Bridge in Zhoushan continental island connecting project. Highway, 2009, 1: 8–16 (in Chinese)

    Google Scholar 

  21. Li L F. The analytical theory and model test research on local stability of orthotropic steel box girder. Dissertation for the Doctoral Degree. Changsha: Hunan University, 2005 (in Chinese)

    Google Scholar 

  22. Xu L, Li P J, Cheng Y H. The manufacturing technology of steel box girder of Naning NO.4 Yangtze River suspension bridge. Steel Structure, 2013, 28(10): 55–59 (in Chinese)

    Google Scholar 

  23. Wang R G, Meng F C, Wang Z F, Wu S W, Sun Q G. Overall design of Hangzhou Bay Sea-crossing Bridge. Highway, 2006, 9: 1–7 (in Chinese)

    Google Scholar 

  24. Fang D D, Chen C. Girders for the cable-stayed bridge of Zhenjiang-Yangzhou Yangtze river highway bridge. Railway Standard Design, 2003, 3: 5–7 (in Chinese)

    Google Scholar 

  25. Cheng L. Design and construction of steel tower and static nonlinear analysis of Nanjing Yangtze 3rd Bridge. Thesis for the Master’s Degree. Chengdu: Southwest Jiaotong University, 2005 (in Chinese)

    Google Scholar 

  26. Zhang H W. Brief analysis on construction technology of cable tower of marine suspension bridge. In: The 21st National Bridge Academic Conference. China Civil Engineering Society. Dalian: China Communications Press, 2014 (in Chinese)

    Google Scholar 

  27. Dai J. Design of cable tower of Sutong Bridge. In: 2004 National Bridge Academic Conference. Kunming: China Highway Society. 2004 (in Chinese)

    Google Scholar 

  28. Wu S C. Review of new technology used in Sutong Bridge. In: Transformation of Economic Development Mode and Independent Innovation: The 12th Annual Conference of China Association of Science and Technology. Fuzhou: Academic Department of Chinese Association of Science and Technology, 2010 (in Chinese)

    Google Scholar 

  29. Gao Z Y. Technical Characteristics of Main Bridge of Hutong Changjiang River Bridge. Bridge Construction, 2014, 44(2): 1–5 (in Chinese)

    Google Scholar 

  30. Hong J. Analysis of key manufacturing techniques for steel pylon of large bridge. Steel Structure, 2018, 33(2): 89–92

    Google Scholar 

  31. Chen G B, Wei H H, Huang T. Construction survey technology of the steel pylon of the Third Nanjing Yangtze River Bridge. Journal of Highway and Transportation Research and Development, 2008, 9: 73–80 (in Chinese)

    Google Scholar 

  32. Zhang Y. Research on the structural characteristics of steel-concrete composite segment in the tower of the Third Nanjing Yangtze Bridge. Thesis for the Master’s Degree. Chengdu: Southwest Jiaotong University, 2005 (in Chinese)

    Google Scholar 

  33. Dai S X. Hoisting construction for steel pillar of Taizhou Yangtze River Highway Bridge. China Harbour Engineering, 2011, 2: 51–54 (in Chinese)

    Google Scholar 

  34. Han D Z, Ji L, Chen A R. Overview of key technology of middle pylon design of Taizhou Bridge. Highway, 2003, 2013(11): 72–77 (in Chinese)

    Google Scholar 

  35. Zhao Q L, Chen B, Zhuo J T. Developments in mechanical analysis of suspension bridges’ anchorage and foundation. Advances in Science and Technology of Water Resources, 2001, 21(1): 22–26 (in Chinese)

    Google Scholar 

  36. Lin R A. Analyzing and optimizing the bearing behaviors of gravity anchorage system for suspension bridge. Thesis for the Master’s Degree. Xi’an: Chang’an University, 2008 (in Chinese)

    Google Scholar 

  37. Jiang Z Z. North anchorage diaphragm wall of south branch suspension bridge of Runyang Yangtze River Highway Bridge. In: National Geotechnical and Engineering Academic Conference. Beijing: China Rock Mechanics and Engineering Society, 2003 (in Chinese)

    Google Scholar 

  38. Duan C J, Xu W, He C R. Construction technology of super-deep diaphragm wall of the forth Nanjing Yangtze river bridge. Construction Technology, 2010, 39(2): 39–42 (in Chinese)

    Google Scholar 

  39. Zhang X G, Yuan H, Pei M S. Introduction of key technologies in design of Sutong Yangtze River Highway Bridge. Highway, 2009, 5: 6–10 (in Chinese)

    Google Scholar 

  40. Huang L, Zhou W, Liu T. Research of construction scheme for caisson foundation of inter-mediate tower of Taizhou Yangtze River Highway Bridge. Bridge Construction, 2008, (2): 63–66 (in Chinese)

  41. Yu Y, Qiu Q, Wang L. Scheme of pressure boost and floating aid for steel open caisson of main ship channel bridge of Hutong Yangtze River Bridge. Bridge Construction, 2015, 45(06): 74–78 (in Chinese)

    Google Scholar 

  42. Huang W, Zhang X C, Hu G W. New advance of theory and design on pavement for long-span steel bridge. Journal of Southeast University (Natural Science Edition), 2002, 3: 480–487

    Google Scholar 

  43. Tong L W, Shen Z Y, Chen Z Y. Fatigue load spectrum for urban road bridge. China Civil Engineering Journal, 1997, 5: 20–27 (in Chinese)

    Google Scholar 

  44. Li J, Ren G J, Dong Y. Effect of heavy vehicles on asphalt pavement fatigue life. Journal of Dalian Jiaotong University, 2017, 38(3): 92–95 (in Chinese)

    Google Scholar 

  45. Zhao Y S. Optimum design of asphalt mixture proportion and performance verification. Journal of Highway and Transportation Research and Development (Applied Technology Edition), 2017, 13(10): 123–125

    Google Scholar 

  46. Yao A L, Sun Z J, Wang Y D. The optimization design system for asphalt mixture grade. Journal of Xi’an Highway University, 2000, 2: 35–37 (in Chinese)

    Google Scholar 

  47. Huang W, Liu Z Q, Qian Z D, Cheng G. Conversion method of axle-load for steel bridge deck based on fatigue-equivalent. Journal of Traffic and Transportation Engineering, 2005, 1: 14–18 (in Chinese)

    Google Scholar 

  48. Nanjing Yangtze River Second Bridge Construction Command. Technology and Application of Epoxy Asphalt Concrete Pavement on Steel Deck of Nanjing Yangtze River Second Bridge. Nanjing: Southeast University, 2000 (in Chinese)

    Google Scholar 

  49. Yu L, Chen H. Investigation and review of the 15-year service status of the first epoxy paved steel bridge of the Nanjing Yangtze River second bridge. Journal of Bridge, 2018 (in Chinese) (in press)

  50. Luo S, Qian Z D, Wang H. Condition survey and analysis of epoxy asphalt concrete pavement on Second Nanjing Yangtze River Bridge: A ten-year review. Journal of Southeast University (English Edition), 2011, 27(4): 417–422

    Google Scholar 

  51. Nanjing Yangtze River Third Bridge Construction Command. Technology and application of epoxy asphalt concrete pavement on steel deck of Nanjing Yangtze River Third Bridge. Nanjing: Southeast University, 2005 (in Chinese)

    Google Scholar 

  52. Xu H, Ling C. Design of deck pavement scheme for cement concrete bridge of Hangzhou bay bridge. Journal of China and Foreign Highway, 2008, 1: 68–72 (in Chinese)

    Google Scholar 

  53. Chen L Y, Zhu Z B, Pan L Q, Li Z L. Construction technology and quality control of epoxy asphalt deck surfacing of Xihoumen Bridge. Bridge Construction, 2009, S2: 114–117 (in Chinese)

    Google Scholar 

  54. Chen D J. Epoxy asphalt concrete pavement scheme and key links construction control for steel deck of Xihoumen Bridge. China Water Transport, 2012, 12(4): 202–205 (in Chinese)

    Google Scholar 

  55. Jiang L. Applied research and development of poxy asphalt. New Chemical Materials, 2010, 38(9): 34–36 (in Chinese)

    Google Scholar 

  56. Huang W, Qian Z, Chen G, Yang J. Epoxy asphalt concrete paving on the deck of long-span steel bridges. Chinese Science Bulletin, 2003, 48(21): 2391–2394

    Google Scholar 

  57. Huang W, Qian Z D, Cheng G. Application of epoxy asphalt concrete to pavement of long-span steel bridge deck. Journal of Southeast University (Natural Science Edition), 2002, 5: 783–787

    Google Scholar 

  58. Zhang L, Wu S S, Huang W, Chen T J, Shen K J. Multi-scale model for the bridge deck-pavement dynamic analysis. China Journal of Highway and Transport, 2012, 25(3): 87–93 (in Chinese)

    Google Scholar 

  59. Qian Z D, Huang W, Luo J W, Mao Q. Mechanical analysis of pavement of orthotropic steel deck. Journal of Traffic and Transportation Engineering, 2002, 3: 47–51 (in Chinese)

    Google Scholar 

  60. Wang J W, Shen J L, Qian Z D. Construction controlling research of domestic epoxy asphalt mixture. Journal of Southeast University (Natural Science Edition), 2009, 39(6): 1226–1230

    Google Scholar 

  61. Qian Z D, Luo S, Wang J W. Laboratory evaluation of epoxy resin modified asphalt mixtures. Journal of Southeast University (English Edition), 2007, 23(1): 117–121

    Google Scholar 

  62. Pi Y H, Chen S Z. Application of casting asphalt concrete paving on bridge deck. Journal of China & Foreign Highway, 2006, 26(1): 155–158 (in Chinese)

    Google Scholar 

  63. Hu D Y, Lv J G, Wang M, Hu X Y. Features and development trend of cast asphalt mixture. Journal of Highway and Tranportaion Research and Development, 2015, 6: 14–17 (in Chinese)

    Google Scholar 

  64. Chen X H, Huang W, Li H T, Wu Y Y. Performance of Guss asphalt for orthotropic steel deck plate surfacing. Journal of Highway and Transportation Research and Development, 2004, 21(9): 28–30 (in Chinese)

    Google Scholar 

  65. Li H T, Huang W. Applications of Guss Asphalt for bridge deck plate surfacing in Japan. East China Highway, 1999,3: 39–42 (in Chinese)

    Google Scholar 

  66. Liang Z T, Ding X J. Ming Shi Strait (Akashi Kaikyo) bridge deck paving. Foreign Highway, 1999, 19(6): 7–11 (in Chinese)

    Google Scholar 

  67. Qian Z D, Luo J, Jing M M. Mechanical analysis of asphalt concrete paving projects on steel bridge deck. China Journal of Highway and Transport, 2005, 2: 61–64 (in Chinese)

    Google Scholar 

  68. Qian Z D, Huang W, Luo J W, Mao Q. Mechanical analysis of pavement of orthotropic steel deck. Journal of Traffic and Transportation Engineering, 2002, 3: 47–51 (in Chinese)

    Google Scholar 

  69. Huang W, Qian Z D, Cheng G, Yang J. Study on epoxy asphalt concrete pavement oflong span steel bridge deck. Chinese Science Bulletin, 2002, 47(24): 1894–1897 (in Chinese)

    Google Scholar 

  70. Huang W, Qian Z D. Theory and Design of High-grade Asphalt Pavement. Beijing: Science Press, 2001

    Google Scholar 

  71. Liu Z Q. Key Technologies for Deck Pavement Design of Longspan Steel Bridge. Nanjing: Southeast University, 2004 (in Chinese)

    Google Scholar 

  72. Zhoushan Taoyaomen Bridge Construction Command. Study on Steel Deck Pavement Technology of Zhoushan Taoyumen Bridge. Nanjing: Southeast University, 2003 (in Chinese)

    Google Scholar 

  73. Pan S J, Yang S F. Construction of Xiamen Haicang Bridge. Beijing: China Communication Press, 2003 (in Chinese)

    Google Scholar 

  74. Runyang Yangtze River Highway Bridge Construction Command. Research on Steel Deck Pavement Technology of Runyang Yangtze River Highway Bridge. Nanjing: Southeast University, 2004 (in Chinese)

    Google Scholar 

  75. Cheng H, Liu L, Sun L. Critical response analysis of steel deck pavement based on viscoelastic finite element model. International Journal of Pavement Engineering, 2019 (in press)

  76. Luo S, Qian Z, Yang X, Lu Q. Laboratory evaluation of double-layered pavement structures for long-span steel bridge decks. Journal of Materials in Civil Engineering, 2018, 30(6): 04018111

    Google Scholar 

  77. Huang H, Xu W, Zeng G. Study of the strain response of asphalt pavements on orthotropic steel bridge decks through field testing and numerical Simulation. Journal of Testing and Evaluation, 2018, 48(2): 1615–1633

    Google Scholar 

  78. Wang X, Feng J, Wang H. Stress analysis of asphalt concrete deck pavement on steel bridge based on burgers model and interlayer contact. In: The 6th International Conference on Energy and Environmental Protection (ICEEP 2017). Zhuhai: Atlantis Press, 2017

    Google Scholar 

  79. Geng L, Xu Q, Ren R, Wang L, Yang X, Wang X. Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges. Road Materials and Pavement Design, 2017, 18(1): 208–220

    Google Scholar 

  80. Kim T W, Baek J, Lee H J, Lee S Y. Effect of pavement design parameters on the behaviour of orthotropic steel bridge deck pavements under traffic loading. International Journal of Pavement Engineering, 2014, 15(5): 471–482

    Google Scholar 

  81. Bocci E, Canestrari F. Analysis of structural compatibility at interface between asphalt concrete pavements and orthotropic steel deck surfaces. Transportation Research Record: Journal of the Transportation Research Board, 2012, 2293(1): 1–7

    Google Scholar 

  82. Xiang H F, Ge Y J, Zhu L D, Chen A R, Lin Z X, Gu M. Modern Theory and Practice on Bridge Wind resistance. Beijing: China Communication Press, 2005

    Google Scholar 

  83. Xiang H F. State of the art and prospect in studies of structural wind engineering. Journal of Vibration Engineering, 1997, 3: 12–17 (in Chinese)

    MathSciNet  Google Scholar 

  84. Lu G C, Zhang H F, Yang Y X, Ge Y J. Cross section aerodynamic optimization of steel box girder in Xihoumen Suspension Bridge preliminary design. Journal of Southwest Jiaotong University, 2005, 4: 473–477 (in Chinese)

    Google Scholar 

  85. Yang Y, Ge Y, Xiang H. Flutter control effect and mechanism of central-slotting for long-span bridges. China Civil Engineering Journal, 2006, 39(7): 74–80 (in Chinese)

    Google Scholar 

  86. Li J Z, Guan Z G. Performance-based seismic design for bridges. Engineering Mechanics, 2011, 28(S2): 24–30 (in Chinese)

    MathSciNet  Google Scholar 

  87. Ye A J, Liu W A, Wang B B. Dynamic interaction between high-rise pile cap foundation and bridge structure. Journal of Tongji University (Natural Science), 2007, 9: 1163–1168 (in Chinese)

    Google Scholar 

  88. Wang Z Q, Hu S D, Fan L C. Research on viscous damper parameters of Donghai Bridge. China Journal of Highway and Transport, 2005, 3: 37–42 (in Chinese)

    Google Scholar 

  89. Shi Y, Wang D S, Han J P. Displacement-based design method for bridge bents with buckling-restrained braces (BRBs). China Civil Engineering Journal, 2017, 50(7), 62–68 (in Chinese)

    Google Scholar 

  90. Li J Z, Fan L C. Longitudinal seismic response and pounding effects of girder bridges with unconventional configurations. China Civil Engineering Journal, 2005, 1: 84–90 (in Chinese)

    Google Scholar 

  91. Han Q, Jia Z L, He W L, Xiao Y M, Jia J F, Du X L. Seismic design method and its engineering application of self-centering double-column rocking bridge. China Journal of Highway and Transport, 2017, 30(12): 169–177 (in Chinese)

    Google Scholar 

  92. Peng T B, Li J Z, Fan L C. Development and application of double spherical aseismic bearing. Journal of Tongji University (Natural Science), 2007, 2: 176–180

    Google Scholar 

  93. Peng T B, Li J Z, Fan L C. Analysis of vertical displacement of double spherical aseismic bearing. Journal of Tongji University (Natural Science), 2007, 9: 1181–1185 (in Chinese)

    Google Scholar 

  94. The Hong Kong-Zhuhai-Macao Bridge will be installed with the largest rubber isolation bearing to effectively resist the impact. Journal of China and Foreign Highway, 2013, 33(2): 197 (in Chinese)

  95. Han Q, Liu W, Du X, Qi L. Computational model and experimental validation of multi-spherical sliding friction isolation bearings. China Journal of Highway and Transport, 2012, 25(5): 82–88 (in Chinese)

    Google Scholar 

  96. Fan L, Wang Z. Application of Seismic Isolation Technology for Bridges in China. Journal of Vibration Engineering, 1999, (2): 26–34 (in Chinese)

  97. Wang Z R, Wang C X, Zhuang Z Z, Sun Y L. Innovative points of excavation explosion for gravity tieback of Sidu River Extra-large Bridge. China Journal of Highway and Transport, 2005, S1: 239–240 (in Chinese)

  98. Ji W X. Study on Balinghe Bridge West Tunnel anchor construction technology. Journal of Guizhou University, 2011, 28(4): 118–121 (Natural Sciences)

    Google Scholar 

  99. Bu K M, Yin K L, Gong W M. Post-grouting technique for piled foundation: Case history of Su-Tong Bridge. Rock and Soil Mechanics, 2008, 30(6): 1697–1700 (in Chinese)

    Google Scholar 

  100. CCCC Second Highway Engineering Company. Construction Manual of Highway and Bridge-pier and Foundation. Beijing: China Communication Press, 2014 (in Chinese)

    Google Scholar 

  101. Xu Q S, Niu Y Z, Shi H Q. Simulation and analysis of impact dynamic performance of steel reinforced concrete bridge piers. Highway, 2017, 62(6): 84–89 (in Chinese)

    Google Scholar 

  102. Lei H J. Research on the key construction technology under extra-high pile of cable-stayed bridge. Thesis for the Master’s Degree. Chongqing: Chongqing Jiaotong University, 2010 (in Chinese)

    Google Scholar 

  103. Wang B H. Elementary discussion on application of hydraulic climbing in construction of cable pylon. Urban Roads Bridges and Flood Control, 2010, 9: 248–251 (in Chinese)

    Google Scholar 

  104. Zhao Z Z. The construction of concrete cable bent tower and design & computation of crossbeam bracing structure of the longspan bridge. Thesis for the Master’s Degree. Chongqing: Chongqing University, 2002

    Google Scholar 

  105. Zhang J, Yang Y Q. Manufacturing technology of large span steel box girder with ultra-wide cross section. Industrial Construction, 2018, 48(S): 207–210 (in Chinese)

    Google Scholar 

  106. Hong H. Hot-rolled U-ribs for bridges. China Highway, 2017, 21: 36 (in Chinese)

    Google Scholar 

  107. Liu J Z. Automation technology for manufacturing steel box girder of Hong Kong-Zhuhai-Macao Bridge. Highway, 2018, 63(7): 105–111 (in Chinese)

    Google Scholar 

  108. Han X Y. Manufacturing technology for orthotropic steel deck plates of Hong Kong-Zhuhai-Macao Bridge. Bridge Construction, 2015, 45(5): 105–111 (in Chinese)

    Google Scholar 

  109. Gong B C. Application and research of PPWS construction key technologies for main cable of long-span suspension bridge. Journal of Guang Dong Communication Polytechnic, 2019, 18(3): 26–30 (in Chinese)

    Google Scholar 

  110. Zhao K P, Chen S T. Key technologies of steel box girder construction of Xiamen-Zhangzhou Sea-crossing Bridge. Transportation Science and Technology, 2013, 2: 21–23 (in Chinese)

    Google Scholar 

  111. Wang Y C. Improvement Ideas of Characteristics of the crane for Humen Suspension Bridge. South China Harbour Engineering, 1997, 1: 36–43 (in Chinese)

    Google Scholar 

  112. Zhang H, Lou B C, Zhang H, Luo C, Zhang Y, You X. Sutong bridge construction and control technology of the superstructure. Engineering and Science, 2009, 11(3): 85–91 (in Chinese)

    Google Scholar 

  113. Yin H M, Li X D, Guo J. Construction technology of cantilever casting with stayed knotting method in largespan reinforced concrete arch bridge. Construction Technology, 2016, 45(4): 127–132 (in Chinese)

    Google Scholar 

  114. Zheng J L, Wang J J, Feng Z, Han Y, Qin D Y. Vacuum aided concrete grouting process test of concrete filled steel tube arch segment. China Journal of Highway and Transport, 2014, 27(6): 44–50 (in Chinese)

    Google Scholar 

  115. Liu Z. AEMM method with recurrence relation in analysis of creep and shrinkage. Journal of Chongqing Jiaotong Institute, 1994, S1: 31–34 (in Chinese)

  116. Zhou Y X, Gu A B. Creep-shrinkage time-dependent analysis of large span reinforced concrete arches of stiffen framework. Journal of Chongqing Jiaotong Institute, 1996, 15(1): 1–10 (in Chinese)

    Google Scholar 

  117. Xie B Z. Design and construction technology of super-long span (420 m) concrete arch bridge of Wanxian Yangtze River Bridge. In: The 1st National Highway Science and Technology Innovation Forum. Beijing: Foreign Languages Press, 2002 (in Chinese)

    Google Scholar 

  118. He L X, Liu S Z. Installation design and control of rigid skeleton of Wanxian Yangtze River Bridge. Southwest Highway, 1997, 1: 9–15 (in Chinese)

    Google Scholar 

  119. Wong Y R, Li Y Q. Balanced casting technology for multi-face of super-long span SRC arch bridge. In: China Highway Society Academic Meeting in 1997. Nanning, 1997 (in Chinese)

  120. Chen B C, Ye L. Analysis of survey and development of China’s concrete arch bridge. Journal of China & Foreign Highway, 2008, 2(28): 89–96 (in Chinese)

    Google Scholar 

  121. Cheng F, Zhang Q F, Wang J Q. Development status and prospect of swivel construction technology of bridges in China. Railway Standard Design, 2011, 6: 67–71 (in Chinese)

    Google Scholar 

  122. Wang Z H, Fu Y, Chen Q, Chen B, Zhou L. Application and research advances in epoxy asphalt concrete serving at deck pavement material. Materials Review, 2018, 32(17): 2992–3009 (in Chinese)

    Google Scholar 

  123. Cong P L, Yu X F, Lei Y, Wang J, Cui L. Study on performance of epoxy asphalt concrete bridge deck pavement. Journal of Highway and Transportation Research and Development, 2015, 5: 145–150 (in Chinese)

    Google Scholar 

  124. Zhou J, Wei X H, Liu L, Tian J. Performance comparison of hot and warm mix epoxy asphalt concrete for steel deck pacement. Highway, 2018, 63(11): 1–7 (in Chinese)

    Google Scholar 

  125. Huang H M, Zeng G D, Xu W, Li S, Zhou Z. Study of curing reaction mechanism and construction control performance of epoxy asphalt. Journal of Building Materials, 2019 (in Chinese) (in press)

  126. Zhu W. The application of epoxy asphalt in engineering practice. Soil Engineering and Foundation, 2006, 20(1): 33–35 (in Chinese)

    Google Scholar 

  127. Zhu D, Li S L. Comparison of steel bridge deck pavement scheme selection and casting asphalt mixture (GMA) standardized construction process control of Hong Kong-Zhuhai-Macao Bridge. Journal of China & Foreign Highway, 2019, 2: 161–164 (in Chinese)

    Google Scholar 

  128. Hu D Y, Lv J G, Wang M, Hu X. Features and development trend of cast asphalt mixture. Technology of Highway and Transport, 2015, 6: 14–17 (in Chinese)

    Google Scholar 

  129. Wang M, Su Q K, Xu W, Li L, Lu H. The innovation and implementation of asphalt pavement for steel bridge deck of Hong Kong-Zhuhai-Macao Bridge. Journal of Engineering Studies, 2019, 1: 3–9 (in Chinese)

    Google Scholar 

  130. Lu Y H. Quality control of steel deck for Hong Kong-Zhuhai-Macao Bridge. Construction Quality, 2018, 36(4): 23–28 (in Chinese)

    Google Scholar 

  131. Fu D L, Qian Z D. Preventive maintenance countermeasure analysis of steel deck pavement. Highway, 2010, 1: 201–206 (in Chinese)

    Google Scholar 

  132. Shen L J, Ge Z Q. Study on new repair and maintenance technology of asphalt pavement. Urban Roads Bridges and Flood Control, 2014, 6: 61–63 (in Chinese)

    Google Scholar 

  133. Huang W, Zhang Z Q, Gao Z F, He L B, Xing N. Research and development of high-performance bridge steel at abroad. World Bridges, 2011, 2: 18–21 (in Chinese)

    Google Scholar 

  134. Zhao Q, Wu C. Development and prospect of high-performance steel for bridges. China Municipal Engineering, 2007, S2: 64–67 (in Chinese)

  135. Wang W Q. Development and expectation of bridge engineering technology. Construction Technology, 2018, 47(6): 103–108 (in Chinese)

    Google Scholar 

  136. Zhang Z Q, Gao Z F, Huang W, Chen F H, Ding W. Development and application of high-performance steel for bridge in South Korea. Progress in Steel Building Structures, 2016, 18(2): 61–66 (in Chinese)

    Google Scholar 

  137. Zheng X L. Research on the fatigue performance of corroded steel wire and evaluation method of fatigue reliability for bridge cables. Hangzhou: Zhejiang University, 2018 (in Chinese)

    Google Scholar 

  138. Wu C, Jiang C, Jiang X. Experiment research on fatigue performance of pre-corroded high-strength bridge wires. Journal of Tongji University (Natural Science), 2018, 46(12): 1622–1627 (in Chinese)

    Google Scholar 

  139. Jiang C, Wu C, Jiang X. Experiment research on uniform corrosion and pitting corrosion of high-strength bridge wires. Journal of Tongji University (Natural Science), 2018, 46(12): 1615–1621 (in Chinese)

    Google Scholar 

  140. Ma Y F, Chen Z C, Ye J, Wang L, Zhang J R. Experiment and numerical study on fatigue crack growth of bridge suspender. Journal of Disaster Prevention and Mitigation Engineering, 2019, 39(1): 23–30 (in Chinese)

    Google Scholar 

  141. Liu T, Cheng Q, Wang X, Liu G, Zhong R. Multi-source Information Incorporation Technology and System Development of Pingtang Major Bridge based on BIM. Highway, 2019, 64(9): 12–17 (in Chinese)

    Google Scholar 

  142. Hu F J. Research on modeling method to bridge BIM model in design phase. China Municipal Engineering, 2018, 5: 56–59 (in Chinese)

    Google Scholar 

  143. Cong J L, Jiang M M, Yan Y G. The application of BIM Technology in bridge construction stage. Low Temperature Architecture Technology, 2018, 40(8): 120–128 (in Chinese)

    Google Scholar 

  144. Liu Z M, Wang Y, Sun J, Jia Y J, Gao R. Application study on BIM technology in bridge design stage. Journal of Beijing Jiaotong University, 2015, 39(6): 80–84 (in Chinese)

    Google Scholar 

  145. Zhang L. Research on the intelligent synchronous incremental launching method for skewed and trapezoidal steel box girders of Luojiagou Bridge. Bridge Engineering, 2017, (11): 72–83 (in Chinese)

  146. Dong X, Zhang Y, Xu H, Ni Y. Structural health monitoring and safety evaluation system for Sutong Bridge. Bridge Construction, 2006, 4: 71–81 (in Chinese)

    Google Scholar 

  147. Zhang Y, Qian G. Application of cloud platform for health monitoring system in bridge. Computer Knowledge and Technology, 2015, 11(30): 206–208 (in Chinese)

    Google Scholar 

  148. Zhang X G, Liu G, Ma H J, Wu H B, Fu B Y, Gao Y. Status and prospect of technical development for bridges in China. Chinese Science Bulletin, 2016, 61(4–5): 415–425

    Google Scholar 

  149. Cai M. Structural health monitoring system of long-span bridge. Urban Roads Bridges and Flood Control, 2019, 2: 58–84

    Google Scholar 

  150. Li H, Zhou W S, Ou J P, Yang Y S. A study on system integration technique of intelligent monitoring systems for soundness of long span bridges. China Civil Engineering Journal, 2006, 2: 46–52

    Google Scholar 

  151. Li A Q, Ding Y L, Wang H, Guo T. Massive data analysis and assessment of bridge health monitoring—Research progress of structural health monitoring. Science in China: Technical Science, 2012, 42(8): 972–984

    Google Scholar 

  152. JTG/T 7D65-05-2015. Specifications for Design of Highway Suspension Bridge. Beijing: China Communications Press, 2015

    Google Scholar 

  153. JTG/T 7D65-01-2007. Specifications for Design of Highway Cable-stayed Bridge. Beijing: China Communications Press, 2017

    Google Scholar 

  154. Hu C. Study on the Static and Dynamic Properties of Long-span Road-rail suspension Bridge. Beijing: Beijing Jiaotong University, 2016

    Google Scholar 

  155. Liang Z Y, Li J Z. Research on damper parameters of long-span rail-cum-road cable-stayed bridge. Journal of Tongji University (Natural Science), 2007, 6: 728–733 (in Chinese)

    Google Scholar 

  156. Li Y L, Bao Y L, Dong S F, Zeng Y P, Xiang H Y. Influencing factors of impact coefficient for long-span railway cable-stayed bridges. Journal of Vibration and Shock, 2015, 34(19): 138–143

    Google Scholar 

  157. Qian Z D, Liu Y, Zheng B. Mechanical analysis of steel deck pavement on long span combined road and railway cable-stayed bridges. China Civil Engineering Journal, 2011, 44(6): 138–142

    Google Scholar 

  158. Sun N, Zhou H Y, Chen Y P, Meng Y. Simulation of vibration control for long-span railway cable-stayed bridge based on suspended system. Journal of Natural Disaster, 1995, S1: 189–196 (in Chinese)

  159. Ma K Q, Wang Z P. Research on aseismic performance of large span cable stayed railway bridge. Railway Standard Design, 2005, 4: 47–52

    Google Scholar 

  160. Lv L, Xue X Q. Influence of train braking force on seismic response of long-span railway cable-stayed bridges. Earthquake Engineering and Engineering Dynamics, 2018, 38(4): 180–185

    MathSciNet  Google Scholar 

  161. Lv L, Li J Z. Longitudinal resonance mechanism of a long-span cable-stayed railway bridge under moving loads. China Civil Engineering Journal, 2018, 51(2): 81–87

    Google Scholar 

  162. Li Y L, Qiao Q F, Chen K J, Zeng Y P, Xiang H Y. Study of vehicle-induced longitudinal vibration and connection between pylon and girder of long span railway cable-stayed bridge. Bridge Construction, 2014, 44(2): 12–19

    Google Scholar 

  163. Ding X N, Wang D L. Wing resistance study of the rail-cum-road suspension bridge with three towers. Highway, 2014, 59(6): 79–82

    Google Scholar 

  164. Su Y G, Gao R, Chen L Y, Zeng X G. Free vibration analysis of long-span suspension bridge. Journal of Railway Engineering Society, 2002, 3: 42–47

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ya Wei.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Huang, W., Pei, M., Liu, X. et al. Design and construction of super-long span bridges in China: Review and future perspectives. Front. Struct. Civ. Eng. 14, 803–838 (2020). https://doi.org/10.1007/s11709-020-0644-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11709-020-0644-1

Keywords

Navigation