Results 11 to 20 of about 126,370 (292)

Relating wave frequency and pore fluid homogeneity in quasi-saturated sands [PDF]

open access: yesE3S Web of Conferences, 2023
P-wave velocity is regularly proposed as a proxy for water saturation when studying quasisaturated soils. However, several authors have underlined that this velocity can only be reliably correlated to water saturation if the pore fluid is “homogeneous ...
Flood-Page Guillaume   +2 more
doaj   +1 more source

Effect of Wave Attenuation on Shear Wave Velocity Determination Using Bender Element Tests

open access: yesSensors, 2022
Wave attenuation is a widespread physical phenomenon in most acoustic tests, but there is a scarcity of quantitative investigations into the influence of wave attenuation on the determination of shear wave travel time in bender element tests.
Yanbin Gao   +3 more
doaj   +1 more source

Wavelet analysis of bender element signals [PDF]

open access: yesGéotechnique, 2012
Accurate determination of shear wave arrival time using bender elements may be severely affected by a combination of near-field effects and reflected waves. These may mask the first arrival of the shear wave, making its detection difficult in the time domain. This paper describes an approach for measuring the shear wave arrival time through analysis of
Bonal, J., Donohue, S., McNally, C.
openaire   +4 more sources

Assessment of shear modulus by different seismic wave-based techniques [PDF]

open access: yes, 2015
Using combined setup of bender elements and accelerometers, tests were conducted on Coimbra sand specimens in order to measure and interpret seismic wave velocities to assess initial shear modulus.
Correia, A. Gomes   +4 more
core   +1 more source

A note on influence of stress anisotropy on the Poisson's ratio of dry sand

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2017
In this study, extender and bender element tests were conducted investigating the small-strain Poisson's ratio of variable sands, with a focus on the effect of stress anisotropy in order to quantify the sensitivity of Poisson's ratio to the applied ...
Huan He, Mingnan Li, Kostas Senetakis
doaj   +1 more source

Use of a Piezoelectric Bender Element for the Determination of Initial and Final Setting Times of Metakaolin Geopolymer Pastes, with Applications to Laterite Soils

open access: yesSensors, 2022
This study proposes the use of a non-destructive testing technique, based on piezoelectric bender element tests, to determine the initial and final setting times of metakaolin geopolymer pastes. (1) Background: Metakaolin geopolymer is a new eco-friendly
Janjit Iamchaturapatr   +2 more
doaj   +1 more source

Measurement of shear modulus using bender elements and resonant-column [PDF]

open access: yes, 2015
In recent times, new demands in geotechnical engineering, mainly in transportation geotechnics, require the use of advanced characterization techniques in order to accurately assess soil stiffness parameters.
Correia, A. Gomes   +4 more
core   +1 more source

Experimental investigation of wave propagation in three dimensions in unbounded particulate assemblies [PDF]

open access: yes, 2015
Understanding wave propagation through soils is essential for site response analysis in earthquake engineering, interpretation of geophysical surveys and SASW (Spectral Analysis of Surface Waves), interpretation of laboratory bender element tests, etc ...
Camenen, Jean-Francois   +5 more
core   +1 more source

Implementación del ensayo de columna resonante [PDF]

open access: yes, 2012
El presente trabajo de grado desarrolla la teoría correspondiente al ensayo de columna resonante, el cual está regulado por la norma ASTM D-4015, cuyo propósito es determinar el módulo de corte, relación de amortiguamiento y deformación de corte.
Murcia López, Derly Andrea   +1 more
core   +1 more source

Evaluating the maximum shear modulus (G0) for different bender-soil coupling loads [PDF]

open access: yesE3S Web of Conferences, 2020
The current paper aims to test the effects of vertical loads on the maximum shear modulus (G0). The tests were undertaken with unsaturated soils in unconfined conditions.
de Paula Caio de Mattos Azevedo   +1 more
doaj   +1 more source

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