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Volume 44 Issue 6
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ZHAN Zheng-gang, ZHANG He-zuo, CHENG Rui-lin, QIU Huan-feng. Application of methods for life-cycle deformation control of high concrete-faced rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1141-1147. DOI: 10.11779/CJGE202206019
Citation: ZHAN Zheng-gang, ZHANG He-zuo, CHENG Rui-lin, QIU Huan-feng. Application of methods for life-cycle deformation control of high concrete-faced rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1141-1147. DOI: 10.11779/CJGE202206019
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Application of methods for life-cycle deformation control of high concrete-faced rockfill dams

  • PowerChina Guiyang Engineering Corporation Limited, Guiyang 550081, China

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  • Received Date: June 09, 2021
  • Available Online: September 22, 2022
    Graphical Abstract
    • Abstract
  • The deformation of high concrete-faced rockfill dam (CFRD) has a particularly important influence on the safe opercation of impermeable face. To deal with the crushing damage of the impermeable face and the large leakage of dam body, which occurr in many constructed high CFRDs at home and abroad, the reservoirs have to lower the water level for maintenance, which has resulted in large economic losses and even safety hazards for long-term dam operation. Through analyzing the example of a high CFRD with crushing damage, it is found that the lack of systematic deformation control is the main factor for the crushing damage of the face. To prevent the damage of the impermeable face, a systematic method is proposed: "controlling the total deformation of the dam body, transforming harmful deformation, and adapting to vertical deformation". The method has achieved good results in Dongqing CFRD project, which uses mixed hard and soft rocks as dam materials. The project has been operating for more than ten years, and no signs of crushing damage have been detected in the impermeable face. The proposed method provides important reference experience for the design and construction of CFRDs of more than 200 m or even 300 m in height.
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    • References (16)
  • [1]
    PAUULO T Cruz, BAYARDO Materon, MANOEL Freitas. Concrete Face Rockfill Dams[M]. Springer, 2010.
    [2]
    郦能惠. 高混凝土面板堆石坝新技术[M]. 北京: 中国水利水电出版社, 2007.

    LI Neng-hui. Recent Technology for High Concrete Face Rockfill Dams[M]. Beijing: China Water Power Press, 2007. (in Chinese)
    [3]
    杨泽艳, 王富强, 吴毅瑾, 等. 中国堆石坝的新发展[J]. 水电与抽水蓄能, 2019, 5(6): 36–40, 45. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201906010.htm

    YANG Ze-yan, WANG Fu-qiang, WU Yi-jin, et al. New development of rockfill dam in China[J]. Hydropower and Pumped Storage, 2019, 5(6): 36–40, 45. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201906010.htm
    [4]
    MARULANDA A, PINTO N L S. Recent experience on design, construction, and performance of CFRD dams[C]//International Conferences on Case Histories in Geotechnical Ebgineering. 2008. Beijing.
    [5]
    马洪琪, 曹克明. 超高面板坝的关键技术问题[J]. 中国工程科学, 2007, 9(11): 4–10. doi: 10.3969/j.issn.1009-1742.2007.11.001

    MA Hong-qi, CAO Ke-ming. Key technical issues related to super-high concrete slab dam[J]. Engineering Sciences, 2007, 9(11): 4–10. (in Chinese) doi: 10.3969/j.issn.1009-1742.2007.11.001
    [6]
    杨泽艳, 蒋国澄. 洪家渡200 m级高面板堆石坝变形控制技术[J]. 岩土工程学报, 2008, 30(8): 1241–1247. doi: 10.3321/j.issn:1000-4548.2008.08.023

    YANG Ze-yan, JIANG Guo-cheng. Deformation control techniques for 200 m-high Hongjiadu Concrete Face Rockfill Dam[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1241–1247. (in Chinese) doi: 10.3321/j.issn:1000-4548.2008.08.023
    [7]
    湛正刚, 张合作. 面板堆石坝设计中变形控制技术及控制指标[J]. 电力勘测设计, 2012, 65(增刊2): 74–78.

    ZHAN Zheng-gang, ZHANG He-zuo. Deformation control technology and controlling index in design of CFRD by[J]. Elcetric Power Survey Design, 2012, 65(S2): 74–78. (in Chinese)
    [8]
    徐泽平. 混凝土面板堆石坝关键技术与研究进展[J]. 水利学报, 2019, 50(1): 62–74. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201901008.htm

    XU Ze-ping. Research progresses and key technologies of CFRD construction[J]. Journal of Hydraulic Engineering, 2019, 50(1): 62–74. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201901008.htm
    [9]
    MA H Q, CHI F D. Technical progress on researches for the safety of high concrete-faced rockfill dams[J]. Engineering, 2016, 2(3): 332–339.
    [10]
    朱永国. 猴子岩水电站面板堆石坝堆石体变形控制措施[J]. 水力发电, 2018, 44(11): 60–63. https://www.cnki.com.cn/Article/CJFDTOTAL-SLFD201811018.htm

    ZHU Yong-guo. Control measures on rockfill deformation of the CFRD of houziyan hydropower station[J]. Water Power, 2018, 44(11): 60-63. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLFD201811018.htm
    [11]
    周墨臻, 张丙印, 张宗亮, 等. 超高面板堆石坝面板挤压破坏机理及数值模拟方法研究[J]. 岩土工程学报, 2015, 37(8): 1426–1432. doi: 10.11779/CJGE201508010

    ZHOU Mo-zhen, ZHANG Bing-yin, ZHANG Zong-liang, et al. Mechanisms and simulation methods for extrusion damage of concrete faces of high concrete-faced rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1426–1432. (in Chinese) doi: 10.11779/CJGE201508010
    [12]
    罗亮, 陈烨, 仲洪滔. 土工膜在大坝面板挤压破坏临时处理工程中的应用[J]. 大坝与安全, 2013(2): 48–51. https://www.cnki.com.cn/Article/CJFDTOTAL-DBAQ201302017.htm

    LUO Liang, CHEN Ye, ZHONG Hong-tao. Application of geomembrane in temporary treatment of extrusion damage of dam face slab[J]. Dam & Safety, 2013(2): 48–51. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBAQ201302017.htm
    [13]
    邓刚, 汪小刚, 温彦锋, 等. 混凝土面板坝面板变形模式与水平向挤压破损研究[J]. 水利学报, 2015, 46(4): 396–404. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201504004.htm

    DENG Gang, WANG Xiao-gang, WEN Yan-feng, et al. Study on conceptualization method of deformation pattern and horizontal breakage of face slab of concrete faced rockfill dam[J]. Journal of Hydraulic Engineering, 2015, 46(4): 396–404. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201504004.htm
    [14]
    湛正刚, 史鹏飞, 夏遵全. 软硬岩混合料填筑的董箐面板堆石坝运行状况分析[J]. 水电与抽水蓄能, 2017, 3(1): 32–38, 68. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201701008.htm

    ZHAN Zheng-gang, SHI Peng-fei, XIA Zun-quan. Operation condition analysis of dongqing concrete face rockfill dam filled with hard and soft rock mixture[J]. Hydropower and Pumped Storage, 2017, 3(1): 32–38, 68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201701008.htm
    [15]
    湛正刚, 慕洪友, 蔡大咏, 等. 董箐水电站面板堆石坝设计[J]. 贵州水力发电, 2009, 23(5): 17–21. https://www.cnki.com.cn/Article/CJFDTOTAL-GSLF200905009.htm

    ZHAN Zheng-gang, MU Hong-you, CAI Da-yong, et al. Design of face rockfill dam for dongqing hydropower station[J]. Guizhou Water Power, 2009, 23(5): 17–21. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSLF200905009.htm
    [16]
    杨启贵, 徐琨, 贡建兵. 基于监测数据的水布垭面板堆石坝变形控制技术分析[J]. 水利水电快报, 2020, 41(1): 1–6. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSK202001004.htm

    YANG Qi-gui, XU Kun, GONG Jian-bing. Analysis on deformation control technology of Shuibuya concrete face rockfill dam based on monitoring data[J]. Express Water Resources & Hydropower Information, 2020, 41(1): 1–6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSK202001004.htm
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