Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 33 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XU Ze-ping. Technologies and geotechnical problems for construction of modern rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 27-33.
Citation: XU Ze-ping. Technologies and geotechnical problems for construction of modern rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 27-33.
shu

Technologies and geotechnical problems for construction of modern rockfill dams

  • China Institute of Water Resources and Hydropower Research, Beijing 100048, China

More Information
  • Received Date: June 14, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • In the construction of modern high rockfill dams, the key technologies concerning the design and construction of high rockfill dams mainly include: selection and application of dam construction materials, foundation treatment measures and the interaction of seepage control structures and dam, dam deformation control and prevention of local structure damages. For high earth core rockfill dams, the main consideration of materials is the application of gravel soil. For concrete faced rockfill dams, the key issue is rockfill deformation control and coordination. For construction of rockfill dams in future, the dam construction scale will be very huge and the construction conditions will be more and more complicated. Great challenges will be faced in geotechnical engineering. Among these, the engineering properties of rockfill (mainly particles breakage and long-term deformation), constitutive models of rockfill and gravel soils, back analysis of the parameters of dam construction materials, hydraulic fracture of earth core are the main geotechnical problems for construction of high rockfill dams.
    • FullText(HTML)
    • References (7)
  • [1]
    陈宗梁 . 世界超级高坝 [M]. 北京 : 中国电力出版社 , 1998. (CHEN Zong-liang. Super high dams in the world[M]. Beijing: China Electric Power Press, 1998. (in Chinese))
    [2]
    刘 杰 . 土石坝渗流控制理论基础及工程经验教训 [M]. 北京 : 中国水利水出版社 , 2005. (LIU Jie. Seepage control of earth-rock dams, theoretical basis, engineering experiences and lessons[M]. Beijing: China Water Power Press, 2005. (in Chinese))
    [3]
    徐泽平 . 混凝土面板堆石坝应力变形特性研究 [M]. 郑州 : 黄河水利出版社 , 2005. (XU Ze-ping. Research on stress and deformation properties of CFRD[M]. Zhengzhou: Yellow River Conservancy Press, 2005. (in Chinese))
    [4]
    XU Ze-ping. Progress in the construction of CFRDs in deep alluvium[J]. International Journal on Hydropower and Dam Construction, 2010, 17 (1): 74 – 77.
    [5]
    徐泽平 , 郭 晨 . 高面板堆石坝面板挤压破坏问题研究 [J]. 水力发电 , 2007, 33 (9): 80 – 84. (XU Ze-ping, GUO Chen. Research on the concrete face slab repture of high CFRD[J]. Water Power, 2007, 33 (9): 80 – 84. (in Chinese) )
    [6]
    冯晓莹 , 徐泽平 , 栾茂田 . 黏土心墙水力劈裂机理的离心模型试验计数值分析 [J]. 水利学报 , 2009, 40 (1): 109 – 114, 121. (FENG Xiao-ying, XU Ze-ping, LUAN Mao-tian. Centrifugal model test and numerical analysis on mechanism of hydraulic fracturing of clay corewall in rockfill dam[J]. Journal of Hydraulic Engineering, 2009, 40 (1): 109 – 114, 121. (in Chinese) )
    [7]
    冯晓莹 , 徐泽平 . 心墙水力劈裂机理的离心模型试验研究 [J]. 水利学报 , 2009, 40 (10): 1259 – 1263, 1273. (FENG Xiao-ying, XU Ze-ping. Centrifugal model study on mechanism of hydraulic fracturing of clay core-wall in rockfill dams[J]. Journal of Hydraulic Engineering, 2009, 40 (10): 1259 – 1263, 1273. (in Chinese) )
    • Related Articles

  • Related Articles

    [1]GU Xiao-qiang, YU Kuan-yuan, HUANG Mao-song, LIU Xin, YAN Fang, WU De-shun. Finite element method for analyzing environmental vibration without apparent sources and its application in Beijing High-Energy Photon Source[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2245-2252. DOI: 10.11779/CJGE202212011
    [2]WEI Ying-qi, CAI Hong, WU Shuai-feng, XIAO Jian-zhang, SONG Jian-zheng. Vibration response and reinforcement mechanism of high-fill soil-stone mixtures by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 237-240. DOI: 10.11779/CJGE2019S1060
    [3]CAO Xue-shan, E Li-su, LAI Xi-yang, ZHOU Sai, LI Guo-wei, YUAN Jun-ping, WU Jian-tao. Factors for strength attenuation of mudstone during slaking and disintegration[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1936-1942. DOI: 10.11779/CJGE201910019
    [4]DU Tao-tao. Propagation and response laws of mine seism[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 418-425. DOI: 10.11779/CJGE201803004
    [5]LI Shu-gang, ZHAO Yong, XU Man-gui. Change law of gas content under low-frequency vibration[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 918-923. DOI: 10.11779/CJGE201505018
    [6]LÜ Hai-bo, ZENG Zhao-tian, ZHAO Yan-lin, GE Ruo-dong, CHEN Cheng-you, WEI Chang-fu. Function fitting on strength attenuation curve of swell-shrinking soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 157-162.
    [7]YU Tian, LI Xiao-jun. Attenuation relationship of ground motion for Wenchuan Earthquake region based on NGA model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 552-558.
    [8]HE Changming, ZOU Jinfeng, LI Liang. Field tests on measurement of dynamic stress of dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 628-632.
    [9]Sun Jinzhong, Tan Hanhua, Qi Shengwen, Wang Shuli. Frequency analysis of dynamic compaction vibration[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 412-415.
    [10]Wang Mingyang, Qian Qihu. Attenuation Law of Explosive Wave Propagation in Cracks[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 42-46.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1052) PDF downloads (704) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return