ISSN 1003-8035 CN 11-2852/P
    王晗,邓亚虹,慕焕东,等. 西安典型地裂缝场地地脉动测试及地震响应特征分析[J]. 中国地质灾害与防治学报,2022,33(4): 55-64. DOI: 10.16031/j.cnki.issn.1003-8035.202202053
    引用本文: 王晗,邓亚虹,慕焕东,等. 西安典型地裂缝场地地脉动测试及地震响应特征分析[J]. 中国地质灾害与防治学报,2022,33(4): 55-64. DOI: 10.16031/j.cnki.issn.1003-8035.202202053
    WANG Han, DENG Yahong, MU Huandong, et al. Ground pulsation tests and analysis on seismic response of typical ground fissure sites in Xi’an[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 55-64. DOI: 10.16031/j.cnki.issn.1003-8035.202202053
    Citation: WANG Han, DENG Yahong, MU Huandong, et al. Ground pulsation tests and analysis on seismic response of typical ground fissure sites in Xi’an[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 55-64. DOI: 10.16031/j.cnki.issn.1003-8035.202202053

    西安典型地裂缝场地地脉动测试及地震响应特征分析

    Ground pulsation tests and analysis on seismic response of typical ground fissure sites in Xi’an

    • 摘要: 西安地裂缝广泛发育,严重的制约了城市的建设和规划。地裂缝的存在使得建筑场地在地震作用下表现出不同的地震响应特征,因此,研究西安地裂缝场地地震响应特征对地裂缝场地的建筑抗震设防具有重要意义。以西安地区典型地裂缝为研究对象,通过野外调查获得了西安地裂缝场地特征;在此基础上选取典型地裂缝场地,通过地脉动现场测试方法,获取了地裂缝场地卓越频率这一反映地层动力特性的重要参数,通过不同测点傅里叶谱分析得出了场地动力响应规律抗震设防距离。研究表明:西安地裂缝场地的卓越频率在2.79~3.16 Hz,平均卓越频率为2.96 Hz;地裂缝处场地地震响应明显,随着距地裂缝距离的增加场地地震响应逐渐减小,影响范围为15 m左右;地裂缝场地地震响应放大倍数上盘大于下盘,表现出“上盘效应”,放大倍数在1.64~2.38。研究结果对西安地裂缝场地工程抗震设防具有重要意义。

       

      Abstract: The extensive development of ground fissures in Xi’an severely restricts the construction and planning of the city. The existence of ground fissures makes the building sites show different seismic response characteristics under earthquakes. Therefore, it is of great significance to study the seismic response characteristics of ground fissure sites in Xi’an for the seismic fortification of ground fissure sites. Taking typical ground fissures in Xi’an as the research object, the characteristics of ground fissures in Xi’an were obtained on the basis of field investigation; the predominant frequency of the ground fissure sites, which is an important parameter reflecting the dynamic characteristics of the formation, is obtained. The seismic fortification distance of the dynamic response law of the site is obtained through the Fourier spectrum analysis of different measuring points. The research shows that the predominant frequency of the ground fissure site in Xi’an is in the range of 2.79−3.16 Hz, and the average predominant frequency is 2.96 Hz; the influence range is about 15 m; the seismic response magnification of the hanging wall is greater than that of the footwall, showing the "hanging wall effect", and the magnification is between 1.64 and 2.38. The research results are of great significance to the seismic fortification of Xi'an ground fissure site engineering.

       

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