274
Views
6
CrossRef citations to date
0
Altmetric
Articles

Full-scale test of the hydration heat and the curing method of the wet joints of a precast segmental pier of a bridge

&
Pages 348-370 | Received 27 Jun 2013, Accepted 09 Nov 2015, Published online: 14 Dec 2015

References

  • Adams, M. (1997). Performance of a prestrained geosynthetic reinforced soil bridge pier. Mechanically Stabilized Backfill, 35–53.
  • Bennett, R. M., Hufstetler, M. L., Carver, M. (2002). 50-Year-old prestressed segmental concrete bridges. Journal of Professional Issues in Engineering Education and Practice, 128, 83–87.10.1061/(ASCE)1052-3928(2002)128:2(83)
  • Figg, E. C. (1997). Proposed AASHTO standards for segmental bridges represent a growing market for the precast concrete industry. PCI Journal, 42, 30–31.10.15554/pcij
  • Figg, E. C. (2000). Quantitative approach to bridge aesthetics for the 21st century. Fifth International Bridge Engineering Conference, Vols. 1 and 2( 1696), 10–16.
  • Ge, Z., & Wang, K. (2009). Modified heat of hydration and strength models for concrete containing fly ash and slag. Computers & Concrete, 6, 19–40.10.12989/cac.2009.6.1.019
  • Kim, G. Y., Nam, J. S., Lee, E. B., & Koo, K. M. (2011). Analysis of hydration heat and autogenous shrinkage of high-strength mass concrete. Magazine of Concrete Research, 63, 377–389. doi:10.1680/macr.9.00106
  • Lee, E., Kim, G., Kim, Y., & Khil, B. (2010). Hydration heat and autogenous shrinkage of high-strength mass concrete containing phase change material. Journal of Asian Architecture and Building Engineering, 9, 455–462.
  • Lee, E., Kim, G., & Koo, K. (2009). Hydration heat and autogenous shrinkage of high-strength mass concrete. Journal of Asian Architecture and Building Engineering, 8, 509–516.
  • Miller, M. D. (1995). Durability survey of segmental concrete bridges. PCI Journal, 40, 110–123.10.15554/pcij
  • Pate, D. (1995). The Chesapeake and Delaware Canal Bridge – Design-construction highlights. PCI Journal, 40, 20–30.10.15554/pcij
  • Posten, R. W., & Wouters, J. P.. (1998, June). Durability of precast segmental bridges ( Report No. Project 20-7/Task 92, Contractor Final Report.). I. Whitlock Dalrymple Poston and Associates. Retrieved from http://books.nap.edu/openbook.php?record_id=6356&page=R1
  • Riding, K. A., Poole, J. L., Schindler, A. K., Juenger, M. C. G., & Folliard, K. J. (2009). Effects of construction time and coarse aggregate on bridge deck cracking. ACI Materials Journal, 106, 448–454.
  • Shanghai Municipal Engineering Design Institute (Group) Co., Ltd. Shanghai, China (2008). Shanghai Yangtze Bridge engineering drawings.
  • Walter, P., & Muller, J. M. (1982). Construction and design of prestressed concrete segmental bridges. New York, NY: Wiley.
  • Wang, C. J., & Zhang, B. Z. (2008). Crack control of pier base wet joints of Jintang Bridge. Bridge Construction, 3, 55–58.
  • Zhang, G., Wei, W. R., He, S. H., Xu, S. Z., & Song, Y. F. (2008). Time dependent effect on hydration heat temperature and stress field for concrete box girder. Journal of Chang an University (Natural Science Edition), 28, 51–56.
  • Zhang, L. L., Zhao, L., Yuan, Z. Q., & Chen, T. D. (2007). Temperature field finite element analysis of pier concrete. Journal of Chongqing University (Natural Science Edition), 20, 73–76.
  • Zhou, C. E., & Vecchio, F. J. (2005). Nonlinear finite element analysis of reinforced concrete structures subjected to transient thermal loads. Computers and Concrete, 2, 455–479.10.12989/cac.2005.2.6.455

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.