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 34 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WANG Nian-xiang, ZHANG Wei-min, GU Xing-wen, HE Shun-bin, DU San-lin. Combined model for seismic responses of h igh core rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 798-804.
Citation: WANG Nian-xiang, ZHANG Wei-min, GU Xing-wen, HE Shun-bin, DU San-lin. Combined model for seismic responses of h igh core rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 798-804.
shu

Combined model for seismic responses of h igh core rock-fill dams

  • 1. Nanjing Hydraulic Research Institute, Nanjing 210024, China; 2. Chengdu Investigation and Design Institute, CHECC, Chengdu 610072, China; 3. Sichuan Datang International Ganzi Hydropower Development Co., Ltd., Kangding 626001, China

More Information
  • Received Date: April 10, 2011
  • Published Date: May 19, 2012
    Graphical Abstract
    • Abstract
  • The aseismic analysis of high earth-rockfill dams has been widely concerned. The combined model method of dynamic centrifuge modelling tests and dynamic numerical simulation is used to study the seismic responses of high core rock-fill dams. Firstly, the results of dynamic centrifuge modelling tests with different scales are simulated numerically. The calculation model is examined and verified, and the relevant parameters are determined. Then, the results of dynamic centrifuge modelling tests are extended to those of the dynamic centrifuge modelling tests with equal stress and prototype by means of numerical method. The a mplification coefficient of accelerations, residual deformation of dams, stress of concrete diaphragm walls and mode of failure of high core rock-fill dams are compared and analyzed. The numerical results are in agreement with the test ones. It is indicated that the combined model and the dynamic centrifuge modelling tests with 40g ~50g can be used to study the seismic responses of high earth-rockfill dams.
    • FullText(HTML)
    • References (14)
  • [1]
    赵剑明 , 常亚屏 , 陈 宁 . 加强高土石坝抗震研究的现实意义及工作展望 [J]. 世界地震工程 , 2004, 20 (1): 95 – 99. (ZHAO Jian-ming, CHANG Ya-ping, CHEN Ning. Significance and prospects about earthquake resistant studies of high earth-rockfill dams[J]. World Earthquake Engineering, 2004, 20 (1): 95 – 99. (in Chinese))
    [2]
    陈生水 , 霍家平 , 章为民 . “5.12” 汶川地震对紫坪铺混凝土面板坝的影响及原因分析 [J]. 岩土工程学报 , 2008, 30 (6): 795 – 801. (CHEN Sheng-shui, HUO Jia-ping, ZHANG Wei-min. Analysis of effects of “5.12” Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam[J]. Chinese Journal of Geotechnical Engineering, 2008, 30 (6): 795 – 801. (in Chinese))
    [3]
    ARULANADAN K, MANZARI M, ZENG X, et al. What the VELACS project has revealed [C]// Proceedings of Centrifuge 94. Rotterdam: Balkema A A, 1994: 25 – 32.
    [4]
    王年香 , 章为民 . 离心机振动台模型试验的原理和应用 [J] . 水利水电科技进展 , 2008, 28 ( 增刊 1 ) : 48 – 51 . ( WANG Nian-xiang, ZHANG Wei-min. Principle and application of centrifuge shaker model test [J]. Advances in Science and Technology of Water Resources, 2008, 28 (S1): 48 – 51. (in Chinese))
    [5]
    南京水利科学研究院土工研究所 . 土工试验技术手册 [M]. 北京 : 人民交通出版社 , 2003. (Geotechnical Engineering Department of Nanjing Hydraulic Research Institute. Technical manual of soil experimentation[M]. Beijing: China Communications Press, 2003. (in Chinese))
    [6]
    章为民 , 赖忠中 , 徐光明 . 电液式土工离心机振动台的研制 [J] . 水利水运工程学报 , 2002(1 ) : 63 – 66 . ( ZHANG Wei-min, LAI Zhong-zhong, XU Guang-ming. Development of an electrohydraulic shake table for the centrifuge[J]. Hydro-Science and Engineering, 2002(1): 63 – 66. (in Chinese))
    [7]
    王年香 , 章为民 . 混凝土面板堆石坝动态离心模型试验研究 [J] . 岩土工程学报 , 2003, 25 (4 ) : 504 – 507. ( WANG Nian-xiang, ZHANG Wei-min. Dynamic centrifuge model test for concrete face rock fill dam[J]. Chinese Journal of Geotechnical Engineering, 2003, 25 (4): 504 – 507. (in Chinese))
    [8]
    王年香 , 章为民 , 顾行文 , 等 . 长河坝动力离心模型试验研究 [J] . 水力发电 , 2009, 35 (5 ) : 67 – 70 . ( WANG Nian-xiang, ZHANG Wei-min, GU Xing-wen, et al. Dynamic centrifuge model test for Changhe Dam[J]. Water Power, 2009, 35 (5): 67 – 70. (in Chinese))
    [9]
    ARULANANDAN K, ANANDRAJAH A, ABGHARI A. Centrifuge modeling of soil liquefaction susceptibility[J]. Journal of Geotechnical Engineering, 1983, 109 (3): 281 – 300.
    [10]
    章为民 , 日下部治 . 砂性地基地震反应离心模型试验研究 [J] . 岩土工程学报 , 2001, 23 (1): 28 – 31 . ( ZHANG Wei-min, KUSAKABE O. Dynamic centrifuge model test of sandy layer[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (1): 28 – 31. (in Chinese))
    [11]
    朱百里 , 沈珠江 . 计算土力学 [M] . 上海 : 上海科学技术出版社 , 1990 . ( ZHU Bai-li, SHEN Zhu-jiang. Computational soil mechanics[M]. Shanghai: Shanghai Science and Technology Press, 1990. (in Chinese))
    [12]
    陈国兴 , 谢君斐 , 张克绪 . 土坝震害和抗震分析评述 [J] . 世界地震工程 , 1994, 10 (3): 24 – 33. ( CHEN Guo-xing, XIE Jun-fei, ZHANG Ke-xu. Review on the earthquake damage and aseismic analysis of earth dams[J]. World Earthquake Engineering, 1994, 10 (3): 24 – 33. (in Chinese))
    [13]
    孔宪京 , 邹德高 , 邓学晶 , 等 . 高土石坝综合抗震措施及其效果的验算 [J] . 水利学报 , 2006, 37 (12): 1489 – 1495. (KONG Xian-jing, ZOU De-gao, DENG Xue-jing, et al. Comprehensive earthquake resistant measure of high earth-rockfill dams and effectiveness verification [J] . Journal of Hydraulic Engineering, 2006, 37 (12): 1489 – 1495. (in Chinese))
    [14]
    章为民 , 王年香 , 顾行文 , 等 . 土石坝坝顶加固的永久变形机理及离心模型试验验证 [J]. 水利水运工程学报 , 2011(1): 22 – 27 . ( ZHANG Wei-min, WANG Nian-xiang, GU Xing-wen, et al. Deformation mechanism study of top reinforcement of the earth-rock-fill dam and its verification by the centrifuge model test[J]. Hydro-Science and Engineering, 2011(1): 22 – 27 . (in Chinese))
    • Related Articles

  • Related Articles

    [1]LIU Ji-fu, ZHENG Gang. Influences of bearing capacity of piles on stability of embankment with rigid pile composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 1992-1999. DOI: 10.11779/CJGE201911003
    [2]Experimental study on deformation and bearing capacity of composite foundation with concrete-cored sand-gravel piles under high embankment load[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1829-1836.
    [3]LIU Jinli, QIU Mingbing. Bearing capacity and deformation behaviour of pile groups in soft soil and design of composite foundation with settlement-reducing piles[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 51-55.
    [4]Deformation and bearing capacity of composite foundation with cement-soil mixed piles[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 600-603.
    [5]YAN Mingli, WANG Mingshan, YAN Xuefeng, ZHANG Donggang. Study on the calculation method of multi-type-pile composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 352-355.
    [6]HE Kaisheng. Study of design methods of deep cement-soil mixing piles[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 31-35.
    [7]ZHENG Gang, WANG Changxiang, GU Xiaolu. Bearing capacity of composite foundation with long cement treated column in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 675-679.
    [8]CHEN Zhimin, JIA Lihong. BP networks in the forecast of bearing capacity of composite foundation with rammed expanded piles[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 286-289.
    [9]Zhang Ding. Analysis and computation of the deformation modulus of the pile in the composite foundation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 70-73.
    [10]Kong Lingwei, Yuan Jianxin. Back calculation of modulus of deformation and bearing capacity for foundation after dynamic consolidation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 18-22.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (964) PDF downloads (483) 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