Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses

Wave-based techniques offer significant potential for characterising unsaturated geosystems, detecting gas leakage, and evaluating the integrity of carbon dioxide storage. This study specifically examines the P-wave propagation in partially saturated sandy soils across varying degrees of saturation and pore-fluid compositions – distilled water mixed with either air or carbon dioxide – using a wave-based approach. This approach comprises multiple input frequencies, minimising subjectivity in signal interpretation. An advanced laboratory setup, featuring bender element tests, was utilised to analyse the relationship between P-wave velocity and degree of saturation. The tests were conducted on Toyoura sand and TP-Lisbon sand. Analyses in both time and frequency domains confirmed consistent wave behaviour. The results demonstrated an increase in P-wave velocity with the degree of saturation, which was attributed to changes in the bulk modulus of the pore-fluid. A multi-physical threshold was identified, where small increases in saturation (around 97% for air and 85% for carbon dioxide) resulted in significant changes in P-wave velocity. Furthermore, the gas type in the pore fluid influenced wave propagation, with carbon dioxide showing greater sensitivity to saturation changes than air.

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Publication Details

Journal
Géotechnique Letters
Published
2026-05-23
DOI
https://doi.org/10.1680/jgele.25.00074
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
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article

Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses

F. Molina-Gómez, A. Viana da Fonseca, C. Ferreira, G. Cascante
Géotechnique Letters
Geotechnical Engineering and Soil Mechanics
article

Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses

F. Molina-Gómez, A. Viana da Fonseca, C. Ferreira, G. Cascante
article en

Abstract

Wave-based techniques offer significant potential for characterising unsaturated geosystems, detecting gas leakage, and evaluating the integrity of carbon dioxide storage. This study specifically examines the P-wave propagation in partially saturated sandy soils across varying degrees of saturation and pore-fluid compositions – distilled water mixed with either air or carbon dioxide – using a wave-based approach. This approach comprises multiple input frequencies, minimising subjectivity in signal interpretation. An advanced laboratory setup, featuring bender element tests, was utilised to analyse the relationship between P-wave velocity and degree of saturation. The tests were conducted on Toyoura sand and TP-Lisbon sand. Analyses in both time and frequency domains confirmed consistent wave behaviour. The results demonstrated an increase in P-wave velocity with the degree of saturation, which was attributed to changes in the bulk modulus of the pore-fluid. A multi-physical threshold was identified, where small increases in saturation (around 97% for air and 85% for carbon dioxide) resulted in significant changes in P-wave velocity. Furthermore, the gas type in the pore fluid influenced wave propagation, with carbon dioxide showing greater sensitivity to saturation changes than air.

Géotechnique Letters
University of Lisbon (PT), University of Waterloo (CA), Universidade do Porto (PT), Universidad Politécnica de Madrid (ES)
Life in Land
Openalex Percentile: Top 8%
Geotechnical Engineering and Soil Mechanics
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