首页|落石冲击力评定模拟试验及PFC2D数值模拟

落石冲击力评定模拟试验及PFC2D数值模拟

扫码查看
落石冲击力的大小对山体防护结构的设计和落石灾害预防至关重要.基于不同规范冲击力计算公式的模拟试验研究,发现单体落石的冲击力大小随着落石质量、下落速度的增大呈非线性增加,且落石质量比下落速度对落石冲击力的影响更为显著.通过PFC2D数值模拟及国内不同规范冲击力计算公式运算结果对比分析发现,物理试验中实测的最大冲击力与PFC2D数值模拟结果同《危岩落石柔性防护网工程技术规范(试行)》(T/CAGHP 066-2019)和《油气输送管道工程地质灾害防治设计规范》(SY/T 7040-2021)中公式的计算结果较为接近.对于质量超过2.4 kg的小尺度单体落石,计算的冲击力值建议增加30%.
Simulation Experimental and PFC2D Numerical Simulation of Rockfall Impact Force Assessment
The magnitude of rockfall impact force is crucial for the design of mountain protection struc-tures and the prevention of rockfall hazards.In this study,based on calculation formulas from different stan-dards,experimental simulations are conducted to assess the rockfall impact force.It is found that the impact force of individual rockfalls nonlinearly increases with increasing rockfall mass and descent velocity,with rockfall mass having a more significant influence on the impact force compared to descent velocity.Compara-tive analysis is performed by comparing the measured maximum impact force in physical experiments with the results obtained from PFC2D numerical simulations and calculation formulas derived from different nation-al standards,including"Technical Specification for Flexible Falling Rock Barrier Engineering(Trial)(T/CAGHP 066-2019)"and"Code for Design of Prevention Engineering for Oil and Gas Transportation Pipe-line Geological Hazard(SY/T 7040-2021)".The results show relatively close agreement.For small-scale individual rockfalls with a mass exceeding 2.4 kg,it is recommended to increase the calculated impact force value by 30%.

rockfall impact forcePFC2Dmodel experiment

黄薇、刘韬

展开 >

桂林理工大学地球科学学院

湖南省湘西工程勘察设计有限责任公司

落石冲击力 PFC2D 模型试验

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(5)