Prediction of void ratio and shear wave velocity for soil in quaternary alluvium using cone penetration tests

Mishra, Priyam; Chakrabortty, Pradipta

doi:10.1007/s10064-024-03587-z

Bull Eng Geol Environ

2024

DOI: 10.1007/s10064-024-03587-z

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Prediction of void ratio and shear wave velocity for soil in quaternary alluvium using cone penetration tests

Priyam Mishra,

Pradipta Chakrabortty

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Measurements of Shear Wave Velocity for Collapsible Soil

EI-Shafee,

Sasanakul,

Abdoun

et al. 2024

Geotechnics

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This paper examines the effects of collapsible soil structure on shear wave velocity. The study attempts to simulate hydraulic fill sand deposits, which represent a natural soil deposition process that can result in a collapsible soil structure. A series of resonant column tests and bender element tests on Ottawa sand was conducted on sand specimens and prepared by dry pluviation and simulated hydraulic fill methods subjected to various confining pressures. Shear wave velocities measured from both methods of deposition are compared and discussed. Results from this study show that for soil specimens with the same void ratio, samples prepared by simulated hydraulic fill have a lower shear modulus and shear wave velocity than the specimens prepared by dry pluviation, and the differences are more pronounced at higher confining pressures. The resonant column test results performed in this study were consistent with results from the discrete element analysis, full-scale testing, and centrifuge testing. The discrete element analysis suggests that soil fabric and number of particle contacts are the key factors affecting the shear wave velocity. These factors are dependent on the methods of deposition. Results from this study examining hydraulic fill collapsible structure shear wave velocity provide a step forward toward a better correlation between soil dynamic properties measured in field and laboratory tests.

show abstract

Measurements of Shear Wave Velocity for Collapsible Soil

EI-Shafee,

Sasanakul,

Abdoun

et al. 2024

Geotechnics

View full text Add to dashboard Cite

show abstract

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Prediction of void ratio and shear wave velocity for soil in quaternary alluvium using cone penetration tests

Cited by 1 publication

References 36 publications

Measurements of Shear Wave Velocity for Collapsible Soil

Measurements of Shear Wave Velocity for Collapsible Soil

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