王启国, 潘坤, 胡义. 2018: 金沙江上江水电站工程场地地震安全性研究. 工程地质学报, 26(s1): 62-68. DOI: 10.13544/j.cnki.jeg.2018099
    引用本文: 王启国, 潘坤, 胡义. 2018: 金沙江上江水电站工程场地地震安全性研究. 工程地质学报, 26(s1): 62-68. DOI: 10.13544/j.cnki.jeg.2018099
    WANG Qiguo, PAN Kun, HU Yi. 2018: SEISMIC HAZARD ASSESSMENT OF ENGINEERING SITE IN SHANGJIANG HYDROPOWER STATION OF JINSHA RIVER. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 62-68. DOI: 10.13544/j.cnki.jeg.2018099
    Citation: WANG Qiguo, PAN Kun, HU Yi. 2018: SEISMIC HAZARD ASSESSMENT OF ENGINEERING SITE IN SHANGJIANG HYDROPOWER STATION OF JINSHA RIVER. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 62-68. DOI: 10.13544/j.cnki.jeg.2018099

    金沙江上江水电站工程场地地震安全性研究

    SEISMIC HAZARD ASSESSMENT OF ENGINEERING SITE IN SHANGJIANG HYDROPOWER STATION OF JINSHA RIVER

    • 摘要: 上江水电站工程区域构造背景复杂,地震活动频度大,场地地震安全性评价是本工程首先解决的关键技术问题。通过区域地质、地震构造和地震危险性等研究表明:工程区域区域破坏性地震频度和地震活动水平都很高,区内发生7级以上地震2次,预测区内仍有可能会发生7级左右的地震;近场区发生5次 4 ¾级破坏性地震,最大震级为6 ¼级,预测近场区仍可能会发生6级左右的地震;坝址及附近地区被外缘活动性断裂围限,坝址所处地块相对稳定,场地适宜建坝。最后根据划分的潜在震源区、地震活动性参数以及地震动衰减关系的确定方法,计算得出坝址5种超越概率水准的地震危险性分析结果和地震动参数,可为项目设计、施工提供工程抗震依据。

       

      Abstract: Shangjiang Hydropower Station has not only complex regional tectonic background, but also high frequency of seismic activity, and the site seismic risk assessment is the key technical problem to be solved in this project. The study of regional geology, seismic structure and seismic risk shows that the frequency of regional destructive earthquakes and the level of seismic activity are very high, and 2 earthquakes of MS 7 occur in the region. The earthquake with magnitude 7 or so may still occur in the prediction area, 5destructive earthquakes with magnitude MS 4 ¾ occurring in the near field, the maximum magnitude being 6 ¼, and the earthquake with magnitude 6 or so likely to occur in the near field area. Because the dam site and its adjacent area are confined by active faults on the outer margin, and the site of the dam site is relatively stable for dam construction. Finally, according to the method of determining the relation of potential source area, seismic activity parameter and ground motion attenuation, the results of seismic hazard analysis and ground motion parameters of five kinds of probability beyond the probability level of dam site are calculated, which can provide engineering seismic basis for project design and construction.

       

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