59 / 2021-11-15 20:51:21
Research on the energy dissipation mechanism of rockfall impacts on the improved rockfall attenuator barrier
rockfall,impact,in-situ test,numerical simulation
全文待审
东坡 王 / 成都理工大学
With the main mechanisms of guidance and energy dissipation, the rockfall attenuator barrier has become a flexible structure to control rockfall disaster. The problems of difficult maintenance and high cost hinder the popularization and application of classic rockfall attenuator barriers in the field of rockfall protection. Therefore, combining with the lower open-ended design concept, we optimize the extension length and propose an improved rockfall attenuator barrier. In this study, the energy dissipation mechanism of the improved barrier under the different extension lengths was searched, by carrying out in-situ test of the rockfall impact. The results show that the improved barrier is conducive to cleaning up the rockfall stopped in the mesh. The constraint and friction effect of the improved barrier can effectively exert its flexible energy dissipation characteristics, thus reducing the impact energy of rockfall. When the extension length of improved barrier increases from 3 m to 7 m, the energy attenuation rate of rockfall increases by approximately 20%, however, the increment of energy attenuation decreases gradually. To further improve the energy dissipation effect of the improved barrier, the influence of impact positions and angles of rockfall on the energy dissipation effect of the improved barrier was studied by numerical simulation. The simulation results show that the energy attenuation rate is the highest when rockfall impacts the middle position of the improved barrier, and the energy attenuation rate is increased by 20% compared with the position at the side of the impact edge. The energy attenuation rate of rockfall is the highest and reaching 74.1%, when the angle between impact direction of the rockfall and improved barrier is approximately 45°. Therefore, the energy dissipation effect of the rockfall attenuator barrier could be maximized by setting extension length, installation location and inclination angle reasonably in engineering practice.

 
重要日期
  • 会议日期

    11月26日

    2021

    11月28日

    2021

  • 11月23日 2021

    初稿截稿日期

  • 11月30日 2021

    报告提交截止日期

  • 11月30日 2021

    注册截止日期

主办单位
国家自然科学基金委员会地球科学学部
国际工程地质与环境协会(IAEG)
中国地质大学(武汉)
湖北省巴东县人民政府
承办单位
湖北三峡库区地质灾害国家野外科学观测研究站
湖北省巴东人民政府
中国地质大学(武汉)工程学院
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