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论文摘要

滚石冲击棚洞砂土垫层耗能缓冲机理研究

Study on the Energy Dissipation of Sandy Soil Cushions on the Rock shed Under Rockfall Impact Load

作者:裴向军(成都理工大学 地质灾害防治与地质环境保护国家重点实验室);刘洋(成都理工大学 地质灾害防治与地质环境保护国家重点实验室);王东坡(成都理工大学 地质灾害防治与地质环境保护国家重点实验室)

Author:Pei Xiangjun(State Key Lab. of Geohazard Prevention and Geoenvironment Protection,Chengdu Univ. of Technol.);Liu Yang(State Key Lab. of Geohazard Prevention and Geoenvironment Protection,Chengdu Univ. of Technol.);Wang Dongpo(State Key Lab. of Geohazard Prevention and Geoenvironment Protection,Chengdu Univ. of Technol.)

收稿日期:2015-08-18          年卷(期)页码:2016,48(1):15-22

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:滚石冲击;棚洞;砂土垫层;垫层厚度;耗能缓冲

Key words:rock fall impact;rock shed;sandy soil cushion;cushion thickness;energy dissipation

基金项目:国家自然科学基金资助项目(41502297;41472325);中国科学院科技服务网络计划资助项目(KFJ-EW-STS-094)

中文摘要

以实际棚洞结构为原型,采用动力有限元对滚石冲击砂土垫层进行数值仿真计算,分析不同冲击能量下多组砂土垫层厚度组合的动力响应及耗能缓冲机理。结果表明:低冲击能量下,改变砂土垫层厚度对滚石冲击力的影响不大,而高冲击能量下,不同厚度砂土垫层的吸能减震效果有显著差异;增大砂土垫层厚度可有效地减弱滚石冲击对棚洞钢筋混凝土顶板造成的变形影响,但同时也会增加结构自重;通过计算,可以得到最优化的垫层厚度,兼顾经济合理性和结构可靠性。研究成果将为滚石多发区棚洞结构砂土垫层的设计提供理论依据。

英文摘要

In the top of the rock shed,a certain thickness of sand cushion could play a significant energy dissipation function.The effect of different thickness of sand cushion is greatly diverse.Hence,how to determine the thickness of sand cushion became one of the key issues in the shed design.Based on the actual shed tunnel structures as prototypes,the dynamic finite element numerical simulation was used to analyze the dynamic response of sand cushions with multi thickness under different impact energies and the mechanism of energy absorption.The results showed that under low impact energy,the changes of sand cushion thickness had little influence on the rock fall impact force,whereas there were extremely differences in the energy absorption of different thickness sand cushions under high impact energy.Increasing the thickness of sand cushions could effectively weaken the slabs’deformation caused by rock fall impact,however enlarged the weight of structures.With the consideration of both economic rationality and structural reliability,the optimal cushion thickness was obtained by calculation.

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