Measurement of Frequency-Dependent Dynamic Properties of Soils Using the Resonant-Column Device

Dynamic properties of soils are commonly evaluated at resonance; thus, their variation with frequency is difficult to measure. A nonresonance (NR) method has been recently used for testing soils at low frequencies and strain levels below the linear threshold shear strain. However, the NR method has not been validated with the standard resonant method for different shear strain levels. In this study, the NR method is used to measure the dynamic properties of soils at low and midstrain levels for a maximum frequency bandwidth between 5 and 100 Hz using the resonant-column device. A new transfer function (NTF) equation is introduced to compare the dynamic properties measured using the NR method and the conventional transfer function approach. Experimental results for two sands and a sand–bentonite–mud mixture are presented for different strain and stress confinement levels. Results from the NR method compare well with the standard resonant column method at the resonant frequency if the strain levels are the ...

[1]  B. Hardin,et al.  SAND STIFFNESS UNDER VARIOUS TRIAXIAL STRESSES , 1966 .

[2]  F. E. Richart,et al.  Vibrations of soils and foundations , 1970 .

[3]  R. Christensen Theory of viscoelasticity : an introduction , 1971 .

[4]  Fumio Tatsuoka,et al.  SHEAR MODULI OF SANDS UNDER CYCLIC TORSIONAL SHEAR LOADING , 1978 .

[5]  H. C. Booij,et al.  Generalization of Kramers-Kronig transforms and some approximations of relations between viscoelastic quantities , 1982 .

[6]  Malcolm D. Bolton,et al.  Discussion: An experimental and theoretical comparison between static and dynamic torsional soil tests , 1990 .

[7]  Mladen Vucetic,et al.  Cyclic Threshold Shear Strains in Soils , 1994 .

[8]  T. Mitachi,et al.  Strain rate effects on shear modulus and damping of normally consolidated clay , 1995 .

[9]  D Fratta,et al.  Wave propagation in soils : Multi-mode, wide-band testing in a waveguide device , 1996 .

[10]  Giovanni Cascante,et al.  Low Strain Measurements Using Random Noise Excitation , 1997 .

[11]  Giovanni Cascante,et al.  Flexural excitation in a standard torsional-resonant column device , 1998 .

[12]  John Vanderkooy,et al.  Difference between current and voltage measurements in resonant-column testing , 2003 .

[13]  Jian-Hua Yin,et al.  A Laboratory Device to Test the Pull-Out Behavior of Soil Nails , 2005 .

[14]  G. Cascante,et al.  A new mathematical model for resonant-column measurements including eddy-current effects , 2005 .

[15]  Giovanni Cascante,et al.  Improved Ultrasonic Pulse Velocity Technique for Bituminous Material Characterization , 2006 .

[16]  E. Yanful,et al.  Performance of engineered test covers on acid- generating waste rock at whistle mine, Ontario , 2006 .

[17]  K. Meza-Fajardo,et al.  Explicit causal relations between material damping ratio and phase velocity from exact solutions of the dispersion equations of linear viscoelasticity , 2007 .

[18]  Maria Rota,et al.  Processing Italian damage data to derive typological fragility curves , 2008 .

[19]  Monica Prezzi,et al.  A New Slurry-Based Method of Preparation of Specimens of Sand Containing Fines , 2008 .