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 41 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Hong-jun, ZHU Kai-bin, ZHAO Jian-ming, LIU Xiao-sheng, YANG Zheng-quan, YANG Yu-sheng. Safety evaluation of high rockfill dams subjected to earthquakes based on site-related response spectra[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 934-941. DOI: 10.11779/CJGE201905017
Citation: LI Hong-jun, ZHU Kai-bin, ZHAO Jian-ming, LIU Xiao-sheng, YANG Zheng-quan, YANG Yu-sheng. Safety evaluation of high rockfill dams subjected to earthquakes based on site-related response spectra[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 934-941. DOI: 10.11779/CJGE201905017
shu

Safety evaluation of high rockfill dams subjected to earthquakes based on site-related response spectra

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

More Information
  • Received Date: May 07, 2018
  • Published Date: May 24, 2019
    Graphical Abstract
    • Abstract
  • Based on the provisions of “China's code for seismic design of hydraulic structures of hydropower project” (NB 35047-2015), the detailed effects of seismic parameters determined by use of different design response spectra including site-related response spectra based on scenario earthquake and probability-consistent response spectra on the safety evaluation of class A high rockfill dams located in highly seismic regions are studied. Comparisons of the key indexes such as dynamic response acceleration, permanent deformation, safety of impervious body, factor of safety and sliding displacement of the potential failure surfaces of 240 m-high Changhe core rockfill dam under the above-mentioned seismic parameters are provided. It is shown that the results from the probability-consistent response spectra are higher than those from the site-related ones. In addition, its ultimate seismic capabilities based on the above-mentioned two design response spectra are achieved. It is proved that the probability-consistent spectra adopted in the safety evaluation of high rockfill dams may result in conservative results.
    • FullText(HTML)
    • References (10)
  • [1]
    陈厚群, 李敏, 石玉成. 基于设定地震的重大工程场地设计反应谱的确定方法[J]. 水利学报, 2005(12): 1399-1404.
    (CHEN Hou-qun, LI Min, SHI Yu-cheng.Determination of design response spectrum for important structures based on scenario earthquake[J]. Journal of Hydraulic Engineering, 2005(12): 1399-1404. (in Chinese))
    [2]
    NB 35047-2015水电工程水工建筑物抗震设计规范[S]. 2015. (NB 35047-2015 Code for seismic design of hydraulic structures of hydropower project[S]. 2015. (in Chinese))
    [3]
    陈厚群, 李敏, 张艳红, 等.地震危险性分析和地震动输入机制研究[R]. 北京: 中国水利水电科学研究院. 2001.
    (CHEN Hou-qun, LI Min, ZHANG Yan-hong, et al.Earthquake- resistant analysis on high arch dam and study on the dynamic stability of dam abutment[R]. Beijing: China Institute of Water Resources and Hydropower Research. 2001. (in Chinese))
    [4]
    兰宏亮, 许丽萍, 崔永高. 一致概率谱衰减指数的取值方法探讨[J]. 震灾防御技术, 2009(3): 335-339.
    (LAN Hong-liang, XU Li-ping, CUI Yong-gao.Discuss of method to determine consistent spectra decaying constant[J]. Technology for Earthquake Disaster Prevention, 2009(3): 335-339. (in Chinese))
    [5]
    中国水利水电科学研究院. 四川省长河坝水电站坝址区场地相关设计反应谱研究[R]. 北京: 中国水利水电科学研究院, 2016.
    (China Institute of Water Resources and Hydropower Research. Research on the site-related response spectrum of Changhe dam in Sichuan Province[R]. Beijing: China Institute of Water Resources and Hydropower Research, 2016. (in Chinese))
    [6]
    中国地震局地质研究所. 大渡河流域长河坝水电站工程场地地震安全性评价和水库诱发地震评价报告[R]. 北京: 中国地震局地质研究所, 2006.
    (Seismic safety evaluation of changhe dam under site related seismic and reservoir-induced earthquake[R].Seismic safety evaluation of changhe dam under site related seismic and reservoir-induced earthquake[R]. Beijing: , 2006. (in Chinese))
    [7]
    中国水利水电科学研究院, 四川省长河坝水电站筑坝材料静动力特性试验分析研究[R]. 四川省长河坝水电站筑坝材料静动力特性试验分析研究[R]. 北京: 中国水利水电科学研究院, 2015.
    (China Institute of Water Resources and Hydropower Research. Study on the static and dynamic characteristic test of construction material in changhe dam[R]. Beijing: China Institute of Water Resources and Hydropower Research, 2015. (in Chinese))
    [8]
    陈生水, 李国英, 傅中志. 高土石坝地震安全控制标准与极限抗震能力研究[J]. 岩土工程学报, 2013, 35(1): 59-65.
    (CHEN Sheng-shui, LI Guo-ying, FU Zhong-zhi.Safety criteria and limit resistance capacity of high earth-rock dams subjected to earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 59-65. (in Chinese))
    [9]
    赵剑明, 刘小生, 陈宁, 等. 高心墙堆石坝的极限抗震能力研究[J].水力发电学报, 2009, 28(5): 98-102.
    (ZHAO Jian-ming, LIU Xiao-sheng, CHEN Ning, et al.Research on the maximum anti-seismic capability of high earth core rock-fill dam[J]. Journal of Hydroelectric Engineering, 2009, 28(5): 98-102. (in Chinese))
    [10]
    LI Hong-jun, ZHONG Hong, CHI Shi-chun.Study on the ultimate aseismic capacity of high core rock-fill dam[C]// Geotechnical Special Publication No. 215, ASCE. 2011: 124-134.
    • Related Articles

  • Related Articles

    [1]HUANG Xiaohu, WEI Zhaoheng, YI Wu, GUO Fei, HUANG Haifeng, XIAO Yuhuang. Mechanism of fracture preferential flow infiltration-induced shallow damage of colluvial landslides[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1136-1145. DOI: 10.11779/CJGE20230090
    [2]ZHANG Zhao, ZHU Liangyu, LI Guangyao, YUAN Haoyu, GAO Shuaidong, HAN Huaqiang, LIU Fengyin, QI Jilin. Analytical model for preferential infiltration into cracks in soils[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1831-1840. DOI: 10.11779/CJGE20220856
    [3]KONG Desen, ZHAO Mingkai, SHI Jian, TENG Sen. A model for predicting gas-water relative permeability of rock media based on fractal dimension characteristics[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1421-1429. DOI: 10.11779/CJGE20220463
    [4]ZHANG Peng-wei, ZHOU Yang-xin, GAO Wen-zhe, LIU Bao-guo. Multiphase flow computational model for extraction of gas hydrates in marine soft soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 80-84. DOI: 10.11779/CJGE2022S1015
    [5]ZHAO Kuan-yao, XU Qiang, LIU Fang-zhou, ZHANG Xian-lin. Seepage characteristics of preferential flow in loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 941-950. DOI: 10.11779/CJGE202005017
    [6]ZHANG Wen-jie, LI Jun-tao. Investigation of co-migration of heavy metal with colloid under preferential flow[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 46-52. DOI: 10.11779/CJGE202001005
    [7]ZHANG Wen-jie, YAN Hong-gang, SUN Cheng. Breakthrough tests on preferential flow in municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1316-1321. DOI: 10.11779/CJGE201807019
    [8]KE Han, WU Xiao-wen, ZHANG Jun, CHEN Yun-min, HU-Jie. Modeling saturated permeability of municipal solid waste based on compression change of its preferential flow and anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1957-1964. DOI: 10.11779/CJGE201611004
    [9]NIU Guan-yi, CAO Yuan, WANG Tie-liang. Deduction of in-situ gas permeability test equation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1705-1709. DOI: 10.11779/CJGE201509020
    [10]SUN Dongmei, ZHU Yueming, ZHANG Mingjin. Study on numerical model for water-air two-phase flow in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 560-565.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (222) PDF downloads (99) 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