Acoustics and Shear Response of Sand-Steel Contacts Through Micromechanical Tests

Abstract Understanding the shear and acoustic responses of soil-metal interfaces is vital for efficient design and monitoring of the geotechnical systems, including soil characterization devices, soil-reinforced structures, buried pipelines, and pile foundations. Applying acoustic emission (AE) based waveguides for monitoring geotechnical structures is emerging as an efficient and economical alternative to existing methods. To the best of the authors’ knowledge, for the first time, the underlying causes of AE and its correlation with shear influencing parameters at particle-steel contacts were explored using a novel micromechanical shear testing apparatus. The experimental results analysed across time and frequency domains reveals micro-tapping induced by the breakage of particle asperities during shearing is the primary source of AE during shear, rather than the frictional mechanisms associated with pure sliding or plowing.

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Publication Details

Journal
IOP Conference Series Earth and Environmental Science
Published
2025-04-01
DOI
https://doi.org/10.1088/1755-1315/1480/1/012060
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
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article

Acoustics and Shear Response of Sand-Steel Contacts Through Micromechanical Tests

Prashanth Vangla, Somnath Dey
4 links
IOP Conference Series Earth and Environmental Science
Geotechnical Engineering and Underground Structures
article

Acoustics and Shear Response of Sand-Steel Contacts Through Micromechanical Tests

Prashanth Vangla, Somnath Dey
article en

Abstract

Abstract Understanding the shear and acoustic responses of soil-metal interfaces is vital for efficient design and monitoring of the geotechnical systems, including soil characterization devices, soil-reinforced structures, buried pipelines, and pile foundations. Applying acoustic emission (AE) based waveguides for monitoring geotechnical structures is emerging as an efficient and economical alternative to existing methods. To the best of the authors’ knowledge, for the first time, the underlying causes of AE and its correlation with shear influencing parameters at particle-steel contacts were explored using a novel micromechanical shear testing apparatus. The experimental results analysed across time and frequency domains reveals micro-tapping induced by the breakage of particle asperities during shearing is the primary source of AE during shear, rather than the frictional mechanisms associated with pure sliding or plowing.

IOP Conference Series Earth and Environmental ScienceVol. 1480(1)
Indian Institute of Technology Delhi (IN)
Openalex Percentile: Top 86%
Geotechnical Engineering and Underground Structures
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Acoustics and Shear Response of Sand-Steel Contacts Through Micromechanical Tests — Prashanth Vangla, Somnath Dey · IOP Conference Series Earth and Environmental Science (2025) | TGRS Research Map | TGRS