Shallow Seafloor Sediments: Density and Shear Wave Velocity
نویسندگان
چکیده
Near-surface seafloor properties affect offshore mining and infrastructure engineering. Shallow sediments experience extremely low effective stress, consequently, these exhibit very in-situ density, shear wave velocity, stiffness. We combined data extracted from the literature with new laboratory field results to develop a comprehensive understanding of shallow sediments. First, we explored sediment-dependent self-compaction characteristics starting asymptotic void ratio at interface between water column sediment column. The depends on particle size shape in coarse-grained mineralogy pore fluid chemistry fine-grained clayey sediments; overall, correlates sediment-specific surface compressibility. Second, developed fork-type insertion probe measure velocity profiles depth. Detailed analyses confirm prevalent role stress Vs=?(?m?/kPa)?, inverse relationship ? ? parameters reveals that electrical interactions alter profile only high specific area shows ray bending affects computed velocities upper few centimeters (for geometry used this study). Probe causes excess pressure changes; ensuing time-dependent diffusion detected through changes can be analyzed estimate coefficient consolidation. Shear transients after provide valuable information for preclassification engineering design.
منابع مشابه
N Situ Measurements of Shear - Wave Velocity I N Sediments with Higher - Mode Rayleigh Waves
GABRIELS, P., SNIEDER, . and NOLET, G. 1987, In Situ Measurement of Shear-Wave Velocity in Sediments with Higher-Mode Rayleigh Waves, 35,187-196. A seismic survey was carried out on a tidal flat in the SW-Netherlands in order to determine shear-wave velocities in sediments by means of higher-mode Rayleigh waves. The dispersion properties of these Rayleigh waves were measured in the 2-D amplitud...
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ژورنال
عنوان ژورنال: Journal of Geotechnical and Geoenvironmental Engineering
سال: 2023
ISSN: ['1943-5606', '1090-0241']
DOI: https://doi.org/10.1061/jggefk.gteng-10759