可液化场地高桩桥梁振动台模型试验研究

SHAKING TABLE TEST ON ELEVATED PILE BRIDGES IN LIQUEFIABLE GROUND

  • 摘要: 高桩桥梁受地震影响较大,特别是在可液化场地,以唐山地震中倒塌的胜利桥为原型,进行1∶14.44缩尺模型振动台试验。通过连续的白噪声信号,获得桩自振频率的变化,从而研究可液化场地高桩桥梁的倒塌机制。结果表明,振动台试验可以很好地再现液化宏观现象,随着液化深度的加深,桩自振频率不断减小,从而导致桩顶位移增大,进而可能导致桥梁破坏甚至倒塌。

     

    Abstract: The elevated pile bridge is greatly affected by the earthquake, especially in the liquefiable ground. A 1:14.44 scale model shaking table test was carried out based on the prototype of Shengli bridge which collapsed in the 1976 Tangshan earthquake. Through continuous white noise signal, the change of pile natural frequency is obtained, and the collapse mechanism of elevated pile bridge in liquefiable ground is studied. The results shows that the shaking table test can reproduce the liquefaction macroscopic phenomenon well. With the deepening of liquefaction depth, the natural frequency of pile decreases continuously, which leads to the increase of the placement of pile cap, resulting in destruction or even collapse of bridge.

     

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