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LIU BIYUup, XU HANGANGup, ZHAO HONGRUup2. 1988: MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION. Acta Seismologica Sinica, 10(3): 327-333.
Citation: LIU BIYUup, XU HANGANGup, ZHAO HONGRUup2. 1988: MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION. Acta Seismologica Sinica, 10(3): 327-333.
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MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION

  • 1. Geophysical Prospecting Brigade of State Seismological Bureau; 2. Geophysical Department of Beijing University

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  • Published Date: September 01, 2011
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  • Using full-wave model phase analysis and instantaneous spectrum analysis in the time domain, moro detailed studies of the ultrasonic model tests were carried out to get the features of the elastic wave motion and dynamics before and after the break of concrete foundation piles, thus obtaining the data about broken foundation piles under testing condition, giving the formulas for locating the places of break.
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  • [1] 郭铁栓、赵鸿儒、刘宝诚,地震模型试验中震相的识别方法,物探与化探,1983, 7, 8——14

    [2] 孙进忠、赵鸿儒、彭一民,全波模型的震相分析,石油地球物理勘探,1985, 20, 352——362

    [1] 郭铁栓、赵鸿儒、刘宝诚,地震模型试验中震相的识别方法,物探与化探,1983, 7, 8——14

    [2] 孙进忠、赵鸿儒、彭一民,全波模型的震相分析,石油地球物理勘探,1985, 20, 352——362
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