Temperature Control and Crack Prevention of High RCC Dam in Cold and Drought Area
Author:
Affiliation:
1. College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi, P.R. China and Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, Urumqi, P.R. China.
Funder
Specialized Research Foundation for the Doctoral Program of National Higher Education
Open Project of Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/10168664.2024.2362314
Reference39 articles.
1. Temperature control measures and temperature stress of mass concrete during construction period in high-altitude regions;Wang Z;Adv Civ Eng,2018
2. Effect of superficial insulation on roller-compacted concrete dams in cold regions;Zhang X;Adv Eng Softw,2011
3. Temperature field reconstruction of concrete dams based on distributed optical fiber monitoring data;Zhou H;KSCE J Civil Eng,2019
4. Sensitivity analysis of temperature control parameters and study of the simultaneous cooling zone during Dam construction in high-altitude regions;Wang Z;Math Probl Eng,2015
5. Evaluation of various temperature control schemes for crack prevention in RCC arch dams during construction;Su H;Arab J Sci Eng,2014
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