陈永进, 黄真萍, 吴伟达, 张少波, 吴昊城, 钟昌裕, 张晓鹏. 2016: 地层大起伏场地微动波动力和时间特性研究. 工程地质学报, 24(s1): 1362-1369. DOI: 10.13544/j.cnki.jeg.2016.s1.200
    引用本文: 陈永进, 黄真萍, 吴伟达, 张少波, 吴昊城, 钟昌裕, 张晓鹏. 2016: 地层大起伏场地微动波动力和时间特性研究. 工程地质学报, 24(s1): 1362-1369. DOI: 10.13544/j.cnki.jeg.2016.s1.200
    CHEN Yongjin, HUANG Zhenping, WU Weida, ZHANG Shaobo, WU Haocheng, ZHONG Changyu, ZHANG Xiaopeng. 2016: RESEARCH OF MICROTREMOR DYNAMIC AND TIME CHARACTERISTICS OF THE LARGE UNDULATING FORMATION. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1362-1369. DOI: 10.13544/j.cnki.jeg.2016.s1.200
    Citation: CHEN Yongjin, HUANG Zhenping, WU Weida, ZHANG Shaobo, WU Haocheng, ZHONG Changyu, ZHANG Xiaopeng. 2016: RESEARCH OF MICROTREMOR DYNAMIC AND TIME CHARACTERISTICS OF THE LARGE UNDULATING FORMATION. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1362-1369. DOI: 10.13544/j.cnki.jeg.2016.s1.200

    地层大起伏场地微动波动力和时间特性研究

    RESEARCH OF MICROTREMOR DYNAMIC AND TIME CHARACTERISTICS OF THE LARGE UNDULATING FORMATION

    • 摘要: 场地的微动波特征在一定程度上能够反映地层结构的地质信息,近年来在工程地质勘察中得到应用,但关于微动波产生的机理及与地层结构的关系,还有待于深入研究。选择地层大起伏实际场地作为研究对象,对场地进行大量的微动波观测,采用H/V谱比法进行数据的处理与解译,研究地层大起伏场地覆盖层厚度的变化对微动波动力特性和时间特性的影响。研究结果表明随着场地覆盖层厚度的减小,场地H/V谱形态由明显的单峰转变成双峰,最终转变成峰值平台,峰值的范围和频率逐渐增大,而峰值谱比逐渐下降。H/V谱形态出现频率值较高,范围较大的峰值平台,这对于自振频率相对较高的低层建筑物的抗震极为不利,在地震灾害评估的研究中应给予足够的重视。

       

      Abstract: The microtremor characteristics of the construction site can reflect the geological information of the formation structure to a certain extent. In recent years, it has been applied in the engineering geological investigation, but the mechanism of the generation of microtremor and the relationship with the formation structure have yet to be further studied. This paper chooses the areas with the same strata structure which has large undulating in the layer's level, and then half-year microtremor tests had been done based on the study of the method of H/V spectral ratios. Then the researches on the change of cover thickness of the large undulating formation which had an effect on dynamic characteristics and time characteristics of the microtremor is done by H/V spectral ratio method to process and interpreter data. These results show that the H/V spectrum transformed from a single peak to two, and finally to the platform with the cover thickness decrease. The range and frequency of the peak is gradually increased, while the spectral ratio is decreased. The morphology of H/V spectrum appears a peak platform with high frequency values and large range, which is extremely unfavorable to the seismic resistance of low rise buildings with relatively high natural frequency, and it should be given enough attention in the study of seismic hazard assessment.

       

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