Dynamic response of rock-fill dams to asynchronous ground motion

被引:0
|
作者
Akkose, Mehmet [1 ]
Adanur, Seyrnan [1 ]
Bayraktar, Alemdar [1 ]
Dumanoglu, A. Aydin [2 ]
机构
[1] Karadeniz Tech Univ, Dept Civil Engn, TR-61080 Trabzon, Turkey
[2] Grand Natl Assembly Turkey, TR-06543 Ankara, Turkey
来源
关键词
rock-fill darns; asynchronous ground motion;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this study, dynamic response of rock-fill darns to asynchronous ground motion is investigated. The Keban Dam, constructed in Elazig, Turkey, is chosen as a numerical example. In the asynchronous dynamic analysis, wave velocities of 500 m/s, 1000 m/s, 2000 m/s and infinite are used for the travelling ground motion. Stresses are obtained for the wave velocities, and compared with each other. It is observed that the propagation velocity of the ground motion greatly influences the response of the rock-fill dam.
引用
收藏
页码:9 / +
页数:2
相关论文
共 50 条
  • [1] Transient stochastic analysis of nonlinear response of earth and rock-fill dams to spatially varying ground motion
    Haciefendioglu, K
    STRUCTURAL ENGINEERING AND MECHANICS, 2006, 22 (06) : 647 - 664
  • [2] Modeling of Earthwork Dynamic Allocation for Rock-fill Dams
    Zhao, Chunju
    Wang, Chunyu
    Zhou, Yihong
    Zhou, Huawei
    ADVANCES IN CIVIL ENGINEERING II, PTS 1-4, 2013, 256-259 : 2454 - 2459
  • [3] Study on distribution of earthquake response acceleration in rock-fill dams
    Yi, Feng
    Journal of Hydraulic Engineering, 1988, 114 (04) : 17 - 24
  • [4] HYDRAULIC FRACTURE IN EARTH AND ROCK-FILL DAMS
    LO, KY
    KANIARU, K
    CANADIAN GEOTECHNICAL JOURNAL, 1990, 27 (04) : 496 - 506
  • [5] Stress and deformation of high earth and rock-fill dams
    Geotechnical Research Institute, Hohai University, Nanjing 210098, China
    Yantu Gongcheng Xuebao, 2009, 1 (1-14): : 1 - 14
  • [6] Deformation Characteristics of Core and Rock-fill Materials in Korean Fill Dams
    Kim, Dong-Soo
    Lee, Sei-Hyun
    Park, Heon-Joon
    Kim, Jong-Tae
    Kwon, Hyek-Kee
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, : 1340 - 1347
  • [7] Excitation direction effect on the seismic response of concrete faces of rock-fill dams
    Sarmiento-Solano, Neftali
    Romo-Organista, Miguel P.
    TECNOLOGIA Y CIENCIAS DEL AGUA, 2013, 4 (02) : 91 - 111
  • [8] Mating of the Concrete and Rock-Fill Dams at the Boguchanskaya HPP
    Volynchikov A.N.
    Mgalobelov Y.B.
    Baklykov I.V.
    Power Technology and Engineering, 2015, 48 (06) : 431 - 438
  • [9] Breach Forming Scenarios at Concrete Faced Rock-fill Dams
    Popescu-Busan, Alina-Ioana
    Ilinca, Cornel
    Nicoara, Serban-Vlad
    Constantin, Albert Titus
    Anghel, Cristian Gabriel
    3RD WORLD MULTIDISCIPLINARY CIVIL ENGINEERING, ARCHITECTURE, URBAN PLANNING SYMPOSIUM (WMCAUS 2018), 2019, 471
  • [10] A Modified Newmark Methodology for Permanent Deformation Analysis of Rock-Fill Dams
    Li, Hongjun
    Zhong, Hong
    Yan, Zuwen
    Zhao, Jianming
    ADVANCES IN CIVIL ENGINEERING, 2018, 2018