Application of Acoustic Emission for Diagnostic Pile Penetration by Consideration of Soil Particle Breakage Article Swipe
Mohammad Rostami
,
Abdolghafour Khademalrasoul
,
Ali Valipour
·
YOU?
·
· 2026
· Open Access
·
· DOI: https://doi.org/10.22055/jacm.2025.47278.4687
YOU?
·
· 2026
· Open Access
·
· DOI: https://doi.org/10.22055/jacm.2025.47278.4687
The possibility of passive monitoring on penetrating structural piles through acoustic signals is presented. The purpose of this study is first to provide deeper understanding on different situations against pile penetration into the soils through insights of acoustic emission technique. During pile installation, the soil under and surrounding the piles is overstressed, causing particle slippage and breakage. Due to the particle breakage the elastic acoustic wave propagates throughout the domain. Following the validation of the numerical simulation through a comparison of the available experimental evidences, a parametric study was performed to evaluate the acoustic signals during pile penetration accompanied by particle breakage and slippage. In this contribution, an extensive numerical simulation is conducted considering the influential parameters onto the signals propagated during pile driving. The studied parameters included pile materials, soil modulus of elasticity, and different obstacles or voids under pile tip. Moreover, the role of the dynamic soil-pile-interaction was assessed using acoustic signal interpretation. The results indicate that, all influential parameters have significant effects on the observed signals. The findings of this study provide valuable information regarding the effects of different underground circumstances for designers.
Related Topics
Concepts
Breakage
Pile
Acoustic emission
Geotechnical engineering
Parametric statistics
Penetration (warfare)
Slippage
Acoustics
Computer simulation
Soil water
Finite element method
Acoustic wave
Particle (ecology)
Modulus
Structural engineering
Materials science
Geology
Penetration depth
Numerical analysis
Elastic modulus
SIGNAL (programming language)
Engineering
Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doaj.org/article/f7feed7e040c4a06b68e8bb97d350187
- OA Status
- green
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- https://openalex.org/W7105739899
All OpenAlex metadata
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https://openalex.org/W7105739899Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.22055/jacm.2025.47278.4687Digital Object Identifier
- Title
-
Application of Acoustic Emission for Diagnostic Pile Penetration by Consideration of Soil Particle BreakageWork title
- Type
-
articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2026Year of publication
- Publication date
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2026-01-01Full publication date if available
- Authors
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Mohammad Rostami, Abdolghafour Khademalrasoul, Ali ValipourList of authors in order
- Landing page
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https://doaj.org/article/f7feed7e040c4a06b68e8bb97d350187Publisher landing page
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YesWhether a free full text is available
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greenOpen access status per OpenAlex
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https://doaj.org/article/f7feed7e040c4a06b68e8bb97d350187Direct OA link when available
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Breakage, Pile, Acoustic emission, Geotechnical engineering, Parametric statistics, Penetration (warfare), Slippage, Acoustics, Computer simulation, Soil water, Finite element method, Acoustic wave, Particle (ecology), Modulus, Structural engineering, Materials science, Geology, Penetration depth, Numerical analysis, Elastic modulus, SIGNAL (programming language), EngineeringTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
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| abstract_inverted_index.signals | 11, 94, 119 |
| abstract_inverted_index.studied | 125 |
| abstract_inverted_index.through | 9, 34, 77 |
| abstract_inverted_index.acoustic | 10, 37, 64, 93, 152 |
| abstract_inverted_index.assessed | 150 |
| abstract_inverted_index.breakage | 61, 101 |
| abstract_inverted_index.driving. | 123 |
| abstract_inverted_index.emission | 38 |
| abstract_inverted_index.evaluate | 91 |
| abstract_inverted_index.findings | 170 |
| abstract_inverted_index.included | 127 |
| abstract_inverted_index.indicate | 157 |
| abstract_inverted_index.insights | 35 |
| abstract_inverted_index.observed | 167 |
| abstract_inverted_index.particle | 53, 60, 100 |
| abstract_inverted_index.signals. | 168 |
| abstract_inverted_index.slippage | 54 |
| abstract_inverted_index.valuable | 175 |
| abstract_inverted_index.Following | 70 |
| abstract_inverted_index.Moreover, | 142 |
| abstract_inverted_index.available | 82 |
| abstract_inverted_index.breakage. | 56 |
| abstract_inverted_index.conducted | 112 |
| abstract_inverted_index.different | 26, 135, 181 |
| abstract_inverted_index.extensive | 108 |
| abstract_inverted_index.numerical | 75, 109 |
| abstract_inverted_index.obstacles | 136 |
| abstract_inverted_index.performed | 89 |
| abstract_inverted_index.regarding | 177 |
| abstract_inverted_index.slippage. | 103 |
| abstract_inverted_index.comparison | 79 |
| abstract_inverted_index.designers. | 185 |
| abstract_inverted_index.evidences, | 84 |
| abstract_inverted_index.materials, | 129 |
| abstract_inverted_index.monitoring | 4 |
| abstract_inverted_index.parameters | 116, 126, 161 |
| abstract_inverted_index.parametric | 86 |
| abstract_inverted_index.presented. | 13 |
| abstract_inverted_index.propagated | 120 |
| abstract_inverted_index.propagates | 66 |
| abstract_inverted_index.simulation | 76, 110 |
| abstract_inverted_index.situations | 27 |
| abstract_inverted_index.structural | 7 |
| abstract_inverted_index.technique. | 39 |
| abstract_inverted_index.throughout | 67 |
| abstract_inverted_index.validation | 72 |
| abstract_inverted_index.accompanied | 98 |
| abstract_inverted_index.considering | 113 |
| abstract_inverted_index.elasticity, | 133 |
| abstract_inverted_index.influential | 115, 160 |
| abstract_inverted_index.information | 176 |
| abstract_inverted_index.penetrating | 6 |
| abstract_inverted_index.penetration | 30, 97 |
| abstract_inverted_index.possibility | 1 |
| abstract_inverted_index.significant | 163 |
| abstract_inverted_index.surrounding | 47 |
| abstract_inverted_index.underground | 182 |
| abstract_inverted_index.experimental | 83 |
| abstract_inverted_index.circumstances | 183 |
| abstract_inverted_index.contribution, | 106 |
| abstract_inverted_index.installation, | 42 |
| abstract_inverted_index.overstressed, | 51 |
| abstract_inverted_index.understanding | 24 |
| abstract_inverted_index.interpretation. | 154 |
| abstract_inverted_index.soil-pile-interaction | 148 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| citation_normalized_percentile.value | 0.95454545 |
| citation_normalized_percentile.is_in_top_1_percent | True |
| citation_normalized_percentile.is_in_top_10_percent | True |