Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation

MA Chunhui; JIAO Yufei; TU Ying; YANG Jie; CHENG Lin

doi:10.12454/j.jsuese.202500292

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Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation

更新时间：2025-10-11

- Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation
- “In the field of long-distance water diversion engineering, experts have constructed a continuous discontinuous simulation model of PCCP pipeline under rockfall impact, revealing the dynamic response mechanism of PCCP under rockfall impact, which is of great significance for improving the ability of infrastructure engineering to resist geological disasters such as collapse and rockfall.”
- Advanced Engineering Sciences Pages: 1-13(2025)
- 作者机构：
  
  1.西安理工大学旱区水工程生态环境全国重点实验室，陕西西安 710048
  2.西安理工大学水利水电学院，陕西西安 710048
  3.湖南省水利水电勘测设计规划研究总院有限公司，湖南长沙 410007
- 作者简介：
- 基金信息：
- DOI：10.12454/j.jsuese.202500292
  CLC： U173
- Received：20 April 2025，
  
  Published Online：28 September 2025，
- 稿件说明：
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马春辉,焦玉菲,涂颖等.基于连续非连续仿真的PCCP受落石冲击响应研究[J].工程科学与技术,

MA Chunhui,JIAO Yufei,TU Ying,et al.Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation[J].Advanced Engineering Sciences,
马春辉,焦玉菲,涂颖等.基于连续非连续仿真的PCCP受落石冲击响应研究[J].工程科学与技术, DOI：10.12454/j.jsuese.202500292.

MA Chunhui,JIAO Yufei,TU Ying,et al.Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500292.XXXX,XX(XX):1‒13.

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Impact Response of PCCP to Rockfall Based on Continuous and Discontinuous Simulation

DOI：10.12454/j.jsuese.202500292