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何昌荣. 动模量和阻尼的动三轴试验研究[J]. 岩土工程学报, 1997, 19(2): 42-51.
引用本文: 何昌荣. 动模量和阻尼的动三轴试验研究[J]. 岩土工程学报, 1997, 19(2): 42-51.
He Changrong. Dynamic Triaxial Test on Modulus and Damping[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 42-51.
Citation: He Changrong. Dynamic Triaxial Test on Modulus and Damping[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 42-51.

动模量和阻尼的动三轴试验研究

Dynamic Triaxial Test on Modulus and Damping

  • 摘要: 使用电磁式动三轴仪进行应变10-6~10-2的动模量阻尼试验研究,考查了几个影响因素,建议了一种简便可靠的最大动模量阻尼比的求取方法,对数据分析和成果表达中的一些问题进行了讨论,并列出了几种土体的试验结果供比较和参考

     

    Abstract: An electric-magnetic dynamic triaxial aparatus is used to determine the modulus and damping of soil in the range of strain 10 -6 ~10 -2 . After a few affecting facfors being studied, a method to determine the maximum modulus and damping is suggested. Some problems in the data analysis and results expression are discussed. The values of the modulus and damping of several soils are given.

     

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