米素婷, 陈丹, 高战武, 吕晓健. 2010: 高填方地基中场地地震动参数确定研究. 工程地质学报, 18(5): 725-729.
    引用本文: 米素婷, 陈丹, 高战武, 吕晓健. 2010: 高填方地基中场地地震动参数确定研究. 工程地质学报, 18(5): 725-729.
    MI Suting, CHEN Dan, GAO Zhanwu, LV Xiaojian. 2010: STUDY ON GROUND MOTION PARAMETER IN HIGH-FILL PROJECT. JOURNAL OF ENGINEERING GEOLOGY, 18(5): 725-729.
    Citation: MI Suting, CHEN Dan, GAO Zhanwu, LV Xiaojian. 2010: STUDY ON GROUND MOTION PARAMETER IN HIGH-FILL PROJECT. JOURNAL OF ENGINEERING GEOLOGY, 18(5): 725-729.

    高填方地基中场地地震动参数确定研究

    STUDY ON GROUND MOTION PARAMETER IN HIGH-FILL PROJECT

    • 摘要: 高填方地基的广泛应用,使得对在不同高填方地质情况下,开展研究地震动参数的变化规律有着重要的工程指导意义。根据某机场高填方工程的地基参数,分别概化建立了不同填方厚度、不同压实度、不同厚度原土基的土层计算模型。通过计算得出了场地地震动反应结果。对比研究计算结果,得出了不同高填方地层地质情况下地震动参数的变化特征。为工程设计提供了有效的参数和科学合理的依据。

       

      Abstract: It is very significant for engineering guide to study on earthquake ground motion parameter in high-fill project.According to the foundation parameter of some airport,the site modells of different filling thickness,different degree of compaction,different thickness of the original soil base is build up.Contrasting the research calculation result,the variety characteristic of the earthquake ground motion parameters of high-fill project under different site categories is acquired through actual data.The research result will provides valid parameter and science reasonable basis for the engineering design.

       

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