Please wait a minute...
 首页  期刊介绍 期刊订阅 联系我们
 
最新录用  |  预出版  |  当期目录  |  过刊浏览  |  阅读排行  |  下载排行  |  引用排行  |  百年期刊
Journal of Tsinghua University(Science and Technology)    2017, Vol. 57 Issue (8) : 845-850     DOI: 10.16511/j.cnki.qhdxxb.2017.22.048
HYDRAULIC ENGINEERING |
Interlayer strength of hydraulic concrete and layer surface treatment improvementin Wudongde Dam
XU Wenbin, HU Yu, LI Qingbin
State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
Download: PDF(1284 KB)  
Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks    
Abstract  Concrete pouring layer surfaces are seriously affected by the environment when hydraulic concrete pours in dry, windy environments which affects the interlayer strength. The effect of the concrete interlayer surface is analyzed for various environmental conditions by measuring the interlayer splitting tensile strength and the water content of the first concrete layer. The results show that the interlayer strength is reduced by the environmental conditions with the interlayer strength related to the water content in the first layer. Therefore, the water content can be used to predict interlayer strength. A layer remodeling method is proposed to improve the interlayer strength based on the extreme situation of a water shortage on concrete surface of the first layer surface.
Keywords hydraulic concrete      interlayer strength      layer remodeling      water content     
ZTFLH:  TV431  
Issue Date: 15 August 2017
Service
E-mail this article
E-mail Alert
RSS
Articles by authors
XU Wenbin
HU Yu
LI Qingbin
Cite this article:   
XU Wenbin,HU Yu,LI Qingbin. Interlayer strength of hydraulic concrete and layer surface treatment improvementin Wudongde Dam[J]. Journal of Tsinghua University(Science and Technology), 2017, 57(8): 845-850.
URL:  
http://jst.tsinghuajournals.com/EN/10.16511/j.cnki.qhdxxb.2017.22.048     OR     http://jst.tsinghuajournals.com/EN/Y2017/V57/I8/845
  
  
  
  
  
  
  
  
  
[1] Kovler K, Roussel N. Properties of fresh and hardened concrete[J]. Cement and Concrete Research, 2011, 41(7):775-792.
[2] 王迎春. 碾压混凝土层面结合特性和质量标准研究[D]. 杭州:浙江大学, 2007.WANG Yingchun. Study on Bonding Characteristics and Quality Standard of Roller Compacted Concrete[D]. Hangzhou:Zhejiang University, 2007.(in Chinese)
[3] 林长农, 金双全, 涂传林. 龙滩有层面碾压混凝土的试验研究[J]. 水力发电学报, 2001, 74(3):117-129.LIN Changnong, JIN Shuangquan, TU Chuanlin. Experiment researches on RCC with layer surfaces for Longtan project[J]. Journal of Hydroelectric Engineering, 2001, 74(3):117-129.(in Chinese)
[4] 姜荣梅, 覃理利, 李家健. 龙滩大坝碾压混凝土层间结合质量识别标准[J]. 水力发电, 2005, 31(4):53-56.JIANG Rongmei, QIN Lili, LI Jiajian. Quality indentifying standard for RCC interlayer properties of Longtan Dam[J]. Water Power, 2005, 31(4):53-56. (in Chinese)
[5] Bettencourt Ribeiro A C, Diez-Cascon J, Gonçalves A F. Roller compacted concrete-tensile strength of horizontal joints[J]. Materials and Structures, 2001, 34(7):413-417.
[6] 陈媛, 张林, 周坤, 等. 高碾压混凝土拱坝分缝形式及破坏机理研究[J]. 水利学报, 2005, 36(5):519-524.CHEN Yuan, ZHANG Lin, ZHOU Kun, et al. Study on joint types and destructive mechanism of high RCC arch dams[J]. Journal of Hydraulic Engineering, 2005, 36(5):519-524. (in Chinese)
[7] 李鹏辉, 许维, 陈凤岐, 等. 碾压混凝土层面间隔时间宏细观试验研究[J]. 混凝土与水泥制品, 2003, 129(1):12-14.LI Penghui, XU Wei, CHEN Fengqi, et al. Study on macroscopic mesoscopic observation of the interval of roller compacted concrete[J]. China Concrete and Cement Products, 2003, 129(1):12-14. (in Chinese)
[8] 胡建平. 提高碾压混凝土坝层面粘结性能的研究[D]. 武汉:武汉大学, 2004.HU Jianping. Study on Improving Clue Capability of Roller Compacted Concrete[D]. Wuhan:Wuhan University, 2004. (in Chinese)
[9] 中华人民共和国行业标准编写组. DL/T5112-2009水工碾压混凝土施工规范[S]. 北京:中国电力出版社, 2009.The Professional Standards Compilation Group of People's Republic of China. DL/T5112-2009 Hydraulic Roller Compacted Concrete Construction Specification[S]. Beijing:China Electric Power Press, 2009.(in Chinese)
[10] De Schutter G. Applicability of degree of hydration concept and maturity method for thermo-visco-elastic behaviour of early age concrete[J]. Cement and Concrete Composites, 2004, 26(5):437-443.
[11] GUAN Junfeng, LI Qingbin, WU Zhimin, et al. Fracture parameters of site-cast dam and sieved concrete[J]. Magazine of Concrete Research, 2016, 68(1):43-54.
[12] 贾金生, 陈改新, 马锋玲, 等. 碾压混凝土坝发展水平和工程实例[M]. 北京:中国水利水电出版社, 2006.JIA Jinsheng, CHEN Gaixin, MA Fengling, et al. RCC Dam Level of Development and Project Examples[M]. Beijing:China Water Power Press, 2006. (in Chinese)
[13] ZHANG Jieying, Cusson D, Monteiro P, et al. New perspectives on maturity method and approach for high performance concrete applications[J]. Cement and Concrete Research, 2008, 38(12):1438-1446.
[1] YANG Shenlin, PU Fang, LI Manhou, WANG Changjian. Experimental study of boiling characteristics in a small emulsified diesel pool fire[J]. Journal of Tsinghua University(Science and Technology), 2022, 62(6): 1031-1036.
[2] REN Mingqian, AN Xuehui, TAN Ni, LI Pengfei. Experimental study of the influence of rocks on the interlayer shear behavior of rock-filled concrete[J]. Journal of Tsinghua University(Science and Technology), 2019, 59(12): 967-974.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
Copyright © Journal of Tsinghua University(Science and Technology), All Rights Reserved.
Powered by Beijing Magtech Co. Ltd