齐建国. 2010: 强夯法加固湿陷性土地基的振动测试分析. 工程地质学报, 18(S1): 144-147.
    引用本文: 齐建国. 2010: 强夯法加固湿陷性土地基的振动测试分析. 工程地质学报, 18(S1): 144-147.
    QI Jianguo. 2010: VIBRATION TEST OF DYNAMIC CONSOLIDATION IN COLLAPSIBLE SOIL. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 144-147.
    Citation: QI Jianguo. 2010: VIBRATION TEST OF DYNAMIC CONSOLIDATION IN COLLAPSIBLE SOIL. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 144-147.

    强夯法加固湿陷性土地基的振动测试分析

    VIBRATION TEST OF DYNAMIC CONSOLIDATION IN COLLAPSIBLE SOIL

    • 摘要: 对某电厂强夯法加固湿陷性土产生的地面振动进行现场测试,分析表明:在陷性土中,激振源近处振动衰减较快,大夯击能振动加速度峰值更大,影响范围也更大。此外,振动的衰减特性与地基土特性、震源面积、振动频率等有关。振动测试能够确定强夯施工的影响范围。

       

      Abstract: A field vibration test of dynamic consolidation of collapsible soil in a power plant has been statement,analysis shows that: in the collapsible soil,the vibration decreases rapidly near excitation source.And acceleration peak is greater when tamping energy is larger.In addition,the vibration attenuation characteristics have relationship with soil properties,source size,and vibration frequency and so on.Vibration tests can be used to determine the sphere of construction impact.

       

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