Stress wave velocity in soils: Apparent grain-size effect and optimum input frequencies

Abstract

There is a lack of consensus in the literature on the influence of the median particle size on stress wave velocity in cohesionless soils. For assemblies of spherical particles with Hertzian contacts, the stress wave velocities should not depend on particle size. However, a link between particle size and stress wave velocity has been reported in laboratory experiments. In this study, to identify the reasons for the discrepancies, wave velocity measurements were performed using planar piezoelectric transducers on four different sizes of alkaline glass beads and natural silica sands. The experimental results indicate that shear and compression wave velocities are independent of the median particle size. In accordance with the dispersion theory, both the experiments and discrete-element simulations demonstrate that the maximum frequency that can propagate through a granular assembly (i.e. the low-pass frequency) reduces with increasing median particle size. The relationship between the low-pass frequency and the input signal frequency determines the quality of the received signal and hence the accuracy of the interpreted stress wave velocity data. To accurately estimate shear wave velocities, the selected input frequencies should match those frequencies which exhibit the largest gain factors and the input frequencies should not exceed more than half of the low-pass frequency. To determine the compression wave velocity, it is suggested that the start-to-start method be adopted and an input frequency which is slightly lower than the low-pass frequency be chosen.

Correlation between Voids Ratio and Characteristic Responses to Ultrasonic Pulses Through Sandy Soils

“…It was also noticed in Figure 3 that samples with a smaller median particle size (D 50 ) have a greater maximum amplitude. These results corroborate the results from Gheibi and Hedayat (2018) and Dutta et al (2019).…”

Particle-scale insight into transitional behaviour of gap-graded materials – small-strain stiffness and frequency response

“…4(b) shows the first cycle of the P-wave response. Following Dutta et al [14], the initial rise of P-wave signals and the peak of the first cycle of S-wave signals are both highlighted on Fig. 4.…”

“…Prior to applying small-amplitude cyclic triaxial probes, dynamic wave propagation tests were conducted using disk transducers (shear plates) mounted inside the topcap and bottom pedestal [13][14]. A sinusoidal pulse having a frequency of 10 kHz was inserted using a bipolar power supply; a double amplitude of 140 V was inserted to the transmitter.…”

“…where γS = density of glass beads (kg/m resultant E0 dyn and G0 dyn values as well as the static equivalent values are compared in Fig. 5 where a void ratio correction function for spherical particles [14,17] was adopted as:…”

“…Dutta et al [14] showed that the lowpass frequency (flp) for S-waves increases as particle size decreases (flp  1/D50). Here, the sensitivity of flp to Fc is illustrated in Fig.…”