Results 21 to 30 of about 9,181 (289)

An evaluation of the effect of matric suction on the dynamic strain-dependent parameters of an unsaturated silt [PDF]

open access: yesE3S Web of Conferences, 2023
This research investigates the influence of matric suction on the variation of shear modulus and damping ratio of a silty soil in very small to medium shear strain levels.
Haeri S. Mohsen   +2 more
doaj   +1 more source

Shear modulus of hydrate bearing calcareous sand-fines mixture [PDF]

open access: yesE3S Web of Conferences, 2019
This article presents a laboratory study on the maximum shear modulus of a THF hydrate bearing calcareous sand (CS)–fines mixture. The maximum shear modulus was inferred from the shear wave velocity measured from the bender elements installed in a ...
Ji Litong   +3 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

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

Local Stiffness Assessment of Geogrid-Stabilized Unbound Aggregates in a Large-Scale Testbed

open access: yesApplied Sciences, 2023
This paper integrates and extends an earlier article presented at the 20th International Conference on Soil Mechanics and Geotechnical Engineering. The generation of a stiffened zone in the proximity of a geogrid is one of the primary mechanisms of ...
Mingu Kang   +4 more
doaj   +1 more source

Dynamic Properties of Calcareous Sands from Urban Areas of Abu Dhabi

open access: yesApplied Sciences, 2022
Abu Dhabi (ABD) has recently developed its national building code that mandates dynamic analysis of large structures to seismic loadings. Large strain dynamic properties such as shear modulus (G) and damping ratio (D) of local undisturbed calcareous ...
Ahmed Khalil   +4 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

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

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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