罗永红 王运生 王福海 邓, 茜, . 2010: 青川县桅杆梁斜坡地震动响应监测研究. 工程地质学报, 18(1): 27.
    引用本文: 罗永红 王运生 王福海 邓, 茜, . 2010: 青川县桅杆梁斜坡地震动响应监测研究. 工程地质学报, 18(1): 27.
    LUO Yonghong, WANG Yunsheng WANG Fuhai, DENG Xi. 2010: MONITORING OF SLOPE SEISMIC RESPONSE DURING AFTERSHOCKS OF WENCHUAN EARTHQUAKE IN QINGCHUAN COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 18(1): 27.
    Citation: LUO Yonghong, WANG Yunsheng WANG Fuhai, DENG Xi. 2010: MONITORING OF SLOPE SEISMIC RESPONSE DURING AFTERSHOCKS OF WENCHUAN EARTHQUAKE IN QINGCHUAN COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 18(1): 27.

    青川县桅杆梁斜坡地震动响应监测研究

    MONITORING OF SLOPE SEISMIC RESPONSE DURING AFTERSHOCKS OF WENCHUAN EARTHQUAKE IN QINGCHUAN COUNTY

    • 摘要: 本文采用941B型超低频测振仪及G01通用数采仪,自2009年5月13~27日,在青川县桅杆梁监测到4次余震。对山体斜坡高程805m和875m的余震地震动峰值加速度响应监测结果分析表明:相对于805m高程, 875m测点地震动峰值加速度在水平东西向以及垂向均呈减小趋势,而在水平南北向体现显著的放大效应,放大系数可达7~8倍,其FFT主频值主要集中为2~4Hz低频值。分析表明,所监测的微有感地震震中位于测点北侧的青川断裂上,沿地震波传播方向斜坡体具有显著放大效应作用。

       

      Abstract: From May 13 to 27, 2009,the seismic responses of a slope during four aftershocks of the 2008 Wenchuan Earthquake were monitored with the 941B ultralowfrequency vibrometer and G01 generalpurpose instrument. The slope located at Wei Ganliang in Qingchuang county. The microseismic monitoring shows that relative to the 805 m elevation at the Wei Ganliang Mountain,the measured peak accelerations of ground motion at the 875 m elevation in the horizontal EW direction and vertical direction had the tendency of reduction. However,the measured peack accelerations in the horizontal NS direction had a significant multiplier effect. The magnification was up to 7 to 8 times. The main frequency of the amplitude spectrum focused on the low frequency range between 20 and 40 Hz. Analysis shows that the epicenter located on the north side of the NEE striking QingchuanPingwu fault. Along the direction of seismic wave propagation,the slope has significant an amplification effect.

       

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