Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2015 (2015), Article ID 528589, 12 pages
Research Article

Sensitivity Analysis of Temperature Control Parameters and Study of the Simultaneous Cooling Zone during Dam Construction in High-Altitude Regions

1Department of Structures and Materials, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
2State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
3Henan Yellow River Reconnaissance, Design and Research Institute Beijing Branch, Beijing 100073, China

Received 26 August 2014; Revised 18 December 2014; Accepted 2 January 2015

Academic Editor: Weizhong Dai

Copyright © 2015 Zhenhong Wang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. P. Hu, P. Yang, G. Zhang, Z. Ren, and L. Lei, “Research on temperature control and crack prevention on double curvature arch dam in Laxiwa Hydropower Station,” Hydropower, vol. 33, no. 11, pp. 51–54, 2007. View at Google Scholar
  2. SL 282-2003, Design Guidelines of Concrete Arch Dam, 2003.
  3. T. Zhang and J. Chen, “Study of special construction measures in high altitude and cold regions,” Hunan Water Resources and Hydropower, vol. 6, pp. 48–51, 2010. View at Google Scholar
  4. A. Liu, “Concrete construction in winter in North Tibet, Jilin water resource and hydropower,” Extended Heat Reserve, vol. 5, pp. 1–3, 2000. View at Google Scholar
  5. Z.-H. Wang, Y.-M. Zhu, and S.-P. Yu, “Study on temperature control and crack prevention of thin-walled concrete structure,” Xi'an Construction Technology University Journal, vol. 39, no. 6, pp. 773–778, 2007. View at Google Scholar · View at Scopus
  6. D. Yuan, “Reasons of cracks in concrete’s underground part and prevention methods,” Construction Technologies, no. 4, pp. 92–93, 2012. View at Google Scholar
  7. B. Ding, G. Wang, S. Huang et al., “A review on causes of cracking in domestic concrete dams and preventive measures,” Water Resources and Hydropower Engineering, no. 4, pp. 12–18, 1994. View at Google Scholar
  8. N. Shi, J. Ouyang, R. Zhang, and D. Huang, “Experimental study on early-age crack of mass concrete under the controlled temperature history,” Advances in Materials Science and Engineering, vol. 2014, Article ID 671795, 10 pages, 2014. View at Publisher · View at Google Scholar
  9. Z. Zhang, X. Guo, and R. Du, “Analysis of hydration heat-induced stresses and cracks in massive concrete walls,” Journal of Hohai University, vol. 30, no. 5, pp. 12–16, 2002. View at Google Scholar
  10. G. De Schutter, “Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws,” Computers and Structures, vol. 80, no. 27-30, pp. 2035–2042, 2002. View at Publisher · View at Google Scholar · View at Scopus
  11. C. Bailey and M. Cross, “A finite volume procedure to solve elastic solid mechanics problems in three dimensions on an unstructured mesh,” International Journal for Numerical Methods in Engineering, vol. 38, no. 10, pp. 1757–1776, 1995. View at Publisher · View at Google Scholar
  12. Y. Ballim, “A numerical model and associated calorimeter for predicting temperature profiles in mass concrete,” Cement and Concrete Composites, vol. 26, no. 6, pp. 695–703, 2004. View at Publisher · View at Google Scholar · View at Scopus
  13. A. I. H. Malkawl, S. A. Mutasher, and T. J. Qiu, “Thermal-structural modeling and temperature control of roller compacted concrete gravity dam,” Journal of Performance of Constructed Facilities, vol. 17, no. 4, pp. 177–187, 2003. View at Publisher · View at Google Scholar · View at Scopus
  14. P. Léger and M. Leclerc, “Hydrostatic, temperature, time-displacement model for concrete dams,” Journal of Engineering Mechanics, vol. 133, no. 3, pp. 267–277, 2007. View at Publisher · View at Google Scholar · View at Scopus
  15. F. Zhu and K. Li, “Modeling heat and moisture transfer within porous textiles under high temperature gradients,” Advanced Materials Research, vol. 455-456, pp. 1136–1139, 2012. View at Publisher · View at Google Scholar · View at Scopus
  16. J. Komonen and V. Penttala, “Influence of admixture type and concrete temperature on strength and heat of hydration of concrete,” in Proceedings of the 10th International Congress on the Chemistry of Cement, H. Justnes, Ed., vol. 3, pp. 1–8, Amarkai AB and Congrex Goteborg AB, Gothenburg, Sweden, 1997.
  17. A. K. Schindler, Concrete hydration, temperature development, and setting at early-ages [Ph.D. thesis], University of Texas at Austin, Austin, Tex, USA, 2002.
  18. D. Lelièvre, V. Nicolas, and P. Glouannec, “Numerical modeling of heat and mass transfer in porous materials during drying and shrinkage,” in COMSOL Conference, 2012.
  19. Z. P. Bazant and S. Baweja, “Creep and shrinkage prediction model for analysis and design of concrete structures—model B3,” Materials and Structures, vol. 28, no. 6, pp. 357–365, 1995. View at Google Scholar · View at Scopus
  20. Z. Zuo, Y. Hu, Y. Duan, and J. Yang, “Simulation of the temperature field in mass concrete with double layers of cooling pipes during construction,” Journal of Tsinghua University, vol. 52, no. 2, pp. 186–228, 2012. View at Google Scholar · View at Scopus
  21. B. Zhu, Thermal Stresses and Temperature Control of Mass Concrete, China Electric Power Press, Beijing, China, 1998.