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水力发电学报 ›› 2017, Vol. 36 ›› Issue (10): 19-26.doi: 10.11660/slfdxb.20171002

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满足相似条件的混凝土重力坝振动台试验方法研究

  

  • 出版日期:2017-10-25 发布日期:2017-10-25

Shaking table model test methods of gravity dam-reservoir interaction satisfying the similarity principles

  • Online:2017-10-25 Published:2017-10-25

摘要: 本文以某拟定高混凝土重力坝工程挡水坝段为研究对象,进行了坝体库水压力模拟的大型振动台动力模型试验。为解决坝体动力模型破坏试验中,库水材料只能选择液体水导致坝体模型材料密度比尺难以改变的限制,通过弹簧系统及附加质量模拟坝体的库水压力,满足坝体模型材料密度比尺变化的要求,从而使模型试验效果更佳。通过多组坝段模型的试验对比研究发现:本模拟方法可以有效模拟库水压力,可满足密度比尺的限制,方便可调;在模拟地震响应中,满库与空库坝段的动力特性有着明显不同;空库坝段与满库坝段模型的破坏特征也有明显区别。

Abstract: An experimental study on gravity dam-reservoir hydrostatic pressure simulation using shaking table model tests was conducted, focusing on the problem in dynamic failure tests ? selecting only water as model reservoir material leads to a model dam body of density inevitably equal to that of the prototype dam. For this end, an added mass was used for simulation of hydrodynamic pressure and a spring system for hydrostatic pressure, so that materials of high density, if needed for improving the model tests, can be selected for model dam bodies. A comparative study on a series of model dams shows that this method, convenient for adjusting model materials, can effectively simulate the hydrostatic and hydrodynamic pressures produced by reservoir water, satisfying similarity requirements. And we found out that in simulation of seismic responses, hydrostatic pressure has an obvious effect on the dynamic characteristic parameters and failure behaviors of a dam structure.

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