Novel Methods for the Computation of Small-Strain Damping Ratios of Soils from Cyclic Torsional Shear and Free-Vibration Decay Testing

被引:2
|
作者
Xu, Zhongze [1 ]
Tao, Yumeng [2 ]
Hernandez, Lizeth [1 ]
机构
[1] Univ Texas Austin, Dept Civil & Environm Engn, Austin, TX 78712 USA
[2] Haley & Aldrich, Seattle, WA 98121 USA
来源
GEOTECHNICS | 2021年 / 1卷 / 02期
关键词
small-strain damping ratio; cyclic torsional shear testing; free-vibration decay; soil dynamics;
D O I
10.3390/geotechnics1020016
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper illustrates two novel methods for computing the small-strain hysteretic material damping ratio, lambda(min), of soils from the cyclic torsional shear (TS) and computing the small-strain viscous material damping ratio, D-min, from the free-vibration decay (FVD) testing. Both lambda(min) and D-min are challenging to measure, due to the significant level of ambient noise at small strains (<10(-4)%). A two-step method is proposed combining the Fourier Transform and a phase-based data fitting method for torsional shear testing, and this method can effectively eliminate the ambient noise at small strains. A Hilbert Transform-based method is proposed for the free-vibration decay testing in order to achieve a more accurate measurement of the viscous material damping ratio, D, at different strain levels, especially at small strains. The improved lambda(min) and D-min at small strains are compared to data available in the literature. The two novel methods are shown to be accurate in computing the small-strain damping ratios.
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页码:330 / 346
页数:17
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