Numerical simulation of vibration reduction and energy dissipation of soilbags

被引:0
|
作者
Wang Yan-qiao [1 ]
Wang Li-juan [2 ]
机构
[1] Hefei Univ Technol, Sch Civil & Hydraul Engn, Hefei 230009, Anhui, Peoples R China
[2] Anhui Water Conservancy Tech Coll, Dept Municipal Engn, Hefei 231603, Anhui, Peoples R China
关键词
soilbag; dissipation equation; discrete element method; numerical simulation; damping mechanism;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Soilbags have been understood to be cheap and easy to acquire as well as vibration reduction. However, the research on the effect of soilbag vibration reduction is only based on test results at present; the mechanism of it has rarely been studied. Based on the principle of soilbag energy dissipation, the discrete element method is used to build energy dissipation equation during the process of soilbag vibration reduction. Firstly, using the discrete element method to establish every part of soilbag energy dissipation equations, through numerical simulation of a single soilbag under simple vertical loading condition, from energy conservation perspective to verify that the calculation of each part of the energy is reasonable; meanwhile, the correctness of the established equations of energy dissipation is proved; and then energy dissipation of a single soilbag is simulated from quantitative perspective by using the verified energy dissipation equation under the cyclic loading rate of 1 000 N/s three times. The numerical simulation results show that the percentage of total soilbag and its inside particles energy consumption exhibit obvious wavy shaped fluctuating with loading and unloading; the percentage of it is over 75% of the total energy; this means soilbag can play a good effect on energy dissipation.
引用
收藏
页码:601 / 606
页数:6
相关论文
共 11 条
  • [1] [Anonymous], 2004, J GEOTECHNICAL ENG J, V764, P235
  • [2] Slope failure characteristics and stabilization methods
    Chen, H.
    Liu, S. H.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (04) : 377 - 391
  • [3] CHENG Wen-sheng, 2005, J CHINESE J ROCK MEC, V24, P1639
  • [4] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [5] Liu S.H., 2007, CHIN J SOC ROCK SOIL, V28, P1665
  • [6] Liu SH, 2006, CAN GEOTECH J, V43, P155, DOI [10.1139/t05-097, 10.1139/T05-097]
  • [7] LIU Si-hong, 2001, CHINESE J ROCK MECH, V20, P288
  • [8] Microscopic study on stress-strain relation of granular materials
    Liu SiHong
    Yao YangPing
    Sun QiCheng
    Li TieJun
    Liu MinZhi
    [J]. CHINESE SCIENCE BULLETIN, 2009, 54 (23): : 4349 - 4357
  • [9] MATSUOKA H, 2006, ANEW EARTH REINFORCE, P55
  • [10] Nakagawa Y, 2008, GEOSYNTHETICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, P603