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首页> 外文期刊>Canadian Geotechnical Journal >Comparison of small-strain shear modulus and Young's modulus of dry sand measured by resonant column and bender-extender element
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Comparison of small-strain shear modulus and Young's modulus of dry sand measured by resonant column and bender-extender element

机译:谐振柱和弯剂 - 增量元件测量的小菌剪模量和杨氏模量的比较

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摘要

The small-strain shear modulus and Young's modulus of dry sand are simultaneously measured by resonant column and bender-extender element tests. Two different methods are adopted to calibrate the resonant column and the results indicate that the conventional calibration method may significantly underestimate the Young's modulus obtained in flexural excitation, while it only slightly underestimates the shear modulus obtained in torsional excitation. A new calibration method that establishes a calibration curve based on the resonant frequency is used to overcome the error. With this new calibration method, the shear modulus and Young's modulus from the resonant column agree well with those from the bender-extender element. It convincingly explains the reason why a very small Poisson's ratio was observed in previous resonant column tests and suggests that the effect of resonant frequency on the calibration results must be considered in flexural excitation.
机译:通过共振柱和弯曲伸缩元件试验,同时测量了干砂的小应变剪切模量和杨氏模量。采用两种不同的方法对共振柱进行了标定,结果表明,传统的标定方法可能会显著低估弯曲激励下获得的杨氏模量,而只会略微低估扭转激励下获得的剪切模量。为了克服这一误差,采用了一种基于谐振频率建立校准曲线的新校准方法。通过这种新的校准方法,共振柱的剪切模量和杨氏模量与弯曲伸缩元件的剪切模量和杨氏模量吻合良好。它令人信服地解释了为什么在以前的共振柱试验中观察到非常小的泊松比,并表明在弯曲激励中必须考虑共振频率对校准结果的影响。

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