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何平, 张家懿, 朱元林, 吴紫汪. 振动频率对冻土破坏之影响[J]. 岩土工程学报, 1995, 17(3): 78-81.
引用本文: 何平, 张家懿, 朱元林, 吴紫汪. 振动频率对冻土破坏之影响[J]. 岩土工程学报, 1995, 17(3): 78-81.
He Ping, Zhang Jiayi, Zhu Yuanlin, Wu Ziwang. Influence of Vibration Frequency on the Failurre of Frozen Soil[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 78-81.
Citation: He Ping, Zhang Jiayi, Zhu Yuanlin, Wu Ziwang. Influence of Vibration Frequency on the Failurre of Frozen Soil[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 78-81.

振动频率对冻土破坏之影响

Influence of Vibration Frequency on the Failurre of Frozen Soil

  • 摘要: 饱和冻结粉土的单轴抗压振动试验结果表明,在恒定的动荷载(最大应力及最小应力恒定)作用下,冻土的破坏时间及破坏变形随振动频率的加快而减小。当频率小于8Hz时,频率的影响较大。频率大于8Hz时,影响较小。而冻土破坏振次与频率的关系取决于冻土的温度。冻土在-2℃时,破坏振次随频率加快而存在最小值;在-1℃时,则存在最大值;在,-10℃时,随频率加快而增大且无极值。

     

    Abstract: Based on a large number of tests under constant dynamic stresses(constant maximum stress and min-mum stress),It ls found that the failure time and strain decrease with increasing vibration frequency,the influencedegree of frequency on failure time and strain decreases when the frequency is more than 8 Hz The relationship ofthe frequency and the failure numbers of vibration cycles depends on the soil temperature,the minimum value of thefailure cycle mumbers occurs at-2℃and a maximum value at-15℃,but no limit value is found at-10t.

     

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