首页|强夯地基处理中隔振沟的振动衰减作用研究

强夯地基处理中隔振沟的振动衰减作用研究

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为分析隔振沟对强夯施工引起的边坡中埋地管道振动衰减的影响,文章以青岛某基地强夯施工工程为研究背景,采用ANSYS/LS-DYNA有限元软件建立了夯锤-边坡-埋地管道三维模型,通过改变隔振沟位置、隔振沟深度,研究了隔振沟的布设对管道振速的影响.结果表明:隔振沟对管道径向振速较竖向振速隔振效果显著,管道振速最大值出现在管道左下部位;随着隔振沟深度的增加,隔振沟的减振效果愈加明显;在不考虑对施工场地的干扰时,坡顶隔振沟隔振效果优于坡脚隔振沟.研究成果可为强夯施工的振动控制和埋地管道的安全防护提供参考.
Study on Vibration Attenuation Effect of Vibration Isolation Trenches in Strong Tamping Foundation Treatment
To effectively analyze the effect of vibration isolation trench on the vibration attenuation of buried pipes in the slope caused by strong ramming construction.In this paper,the strong ramming construction of a base project in Qingdao was taken as the research background.ANSYS/LS-DYNA finite element software was utilized to create a three-dimensional model of rammer-slope-buried pipes.Furthermore,the effect of the vibration isolation trench's placement and the depth of the vibration isolation trench on the vibration speed of pipes was studied by altering their positions.The results indicated that the vibration isolation trench has a notable influence on the radial vibration speed of the pipe in comparison to the vertical vibration speed,and the maximum vibration velocity of the pipe appears in the lower left part of the pipe.When the depth of the vibration isolation trench is greater than 2 m,the vibration reduction effect of vibration isolation trench at the top of the slope is better than that of vibration isolation trench at the foot of the slope.The findings of this research can serve as a valuable referenc for the vibration control of strong ramming construction and the safety protection of buried pipelines.

strong rammingburied pipesvibration responsevibration isolation trenchesnumerical simulation

牟若愚、邱章杰

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山东科技大学 安全与环境工程学院,山东 青岛 266590

强夯施工 边坡埋管 振动响应 隔振沟 数值模拟

国家自然科学基金

10672091

2024

化工与医药工程
全国医药设计信息中心站

化工与医药工程

影响因子:0.19
ISSN:2095-817X
年,卷(期):2024.45(2)
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