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落石冲击作用下拦石桩设计方法研究

田玥琳 罗刚 邹鹏 张龙睿 侯易凡

中国地质灾害与防治学报2024,Vol.35Issue(3):88-96,9.
中国地质灾害与防治学报2024,Vol.35Issue(3):88-96,9.DOI:10.16031/j.cnki.issn.1003-8035.202304026

落石冲击作用下拦石桩设计方法研究

Study on design method of rockfall retaining pile under rockfall impact

田玥琳 1罗刚 1邹鹏 1张龙睿 1侯易凡1

作者信息

  • 1. 西南交通大学地球科学与环境工程学院,四川成都 610031
  • 折叠

摘要

Abstract

Pile-slab rockfall retaining wall is a novel passive protective structure designed to intercept falling rocks.It is made up of cantilever piles,pile-intermediate slabs,and cushion layers.This structure features strong terrain adaptability,small footprint,and high interception height,making it applicable in high-risk rockfall areas.However,due to the lack of detailed reports on the ultimate bearing capacity of cantilever piles,guidance for engineering practice is unavailable.This paper first proposes a reasonable thickness for the cushion layer based on the characteristics of the propagation of falling rock impact forces.Then,according to the stress and deformation characteristics of the pile body,theoretical calculation methods of the internal forces and displacements of the pile body are derived using the elastic support cantilever beam model and the Winkler elastic foundation beam model,enabling the automatic determination of design parameters for cantilever pile under falling rock impact.The results indicate that for a rockfall with a diameter of 2 m,impact height of 7.0 m,impact velocity of 10 m/s,and a cushion layer thickness of 1.5 times the rockfall diameter,a double-row triple-limb steel-reinforced 1.5 m × 1.2 m cantilever pile can withstand an impact force of 2.51 × 106 N and impact energy of 565 kJ.For cases with higher falling rock impact energy,it is recommended to prioritize enhancing the bending resistance of the retaining wall.This research provides a scientific basis for disaster prevention and reduction in rockfall-prone areas in the western mountainous regions of China.

关键词

落石/缓冲垫层/拦石桩/桩身内力/优化设计

Key words

rockfall/cushion/rockfall retaining pile/internal force of pile/optimal design

分类

天文与地球科学

引用本文复制引用

田玥琳,罗刚,邹鹏,张龙睿,侯易凡..落石冲击作用下拦石桩设计方法研究[J].中国地质灾害与防治学报,2024,35(3):88-96,9.

基金项目

国家重点研发计划(2022YFC3005704) (2022YFC3005704)

国家自然科学基金面上项目(42277143) (42277143)

四川省自然科学基金面上项目(2024NSFSC0100) (2024NSFSC0100)

四川省自然资源厅科研项目(KJ-2023-004) (KJ-2023-004)

中国地质灾害与防治学报

OACSTPCD

1003-8035

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