Deep Underground Science and Engineering, EarlyView.This study reveals the failure evolution characteristics of deep cross‐fault roadway surrounding rock under excavation support and periodic weighting. Periodic weighting readily induces fault activation, with the spatial distribution of failed rock masses being controlled by the fault strike and dip.
Tiezhu Li +4 more
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Ultrafast ultrasound shear wave elastography: a novel approach for assessing myocardial stiffening in congenital aortic stenosis. [PDF]
Open HeartZwaan RR +8 more
europepmc +1 more source
ENERGY &ENVIRONMENTAL MATERIALS, EarlyView.Fabrication process of phase change microcapsules using a Pickering emulsion template method and their subsequent applications. The increasing demand for efficient thermal energy storage systems has driven the development of phase change material microcapsules (PCMMs), which provide high energy‐storage density, reversible phase change, and reduced ...
Ziyan Li +4 more
wiley +1 more source
Relationship between the stiffness of the medial gastrocnemius and spatiotemporal variables during 100-m sprint running in collegiate sprinters. [PDF]
PLoS OneFujii N +3 more
europepmc +1 more source
Correction: Continuous shear wave measurements for dynamic cardiac stiffness evaluation in pigs. [PDF]
Sci RepCaenen A +10 more
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Correction for Ajourlou et al., Upper mantle temperatures illuminate the Iceland hotspot track and understanding of ice-Earth interactions in Greenland. [PDF]
Proc Natl Acad Sci U S Aeuropepmc +1 more source
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Velocities of compressional and shear waves in limestones
Geophysical Prospecting, 2003Carbonate rocks are important hydrocarbon reservoir rocks with complex textures and petrophysical properties (porosity and permeability) mainly resulting from various diagenetic processes (compaction, dissolution, precipitation, cementation, etc.). These complexities make prediction of reservoir characteristics (e.g.
Assefa, S., McCann, C., Sothcott, J.
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Shear‐wave velocity estimation
SEG Technical Program Expanded Abstracts 1993, 1993Shear-wave velocity estimation from principally porosity, clay content and compressional velocity has been widely studied by different authors for different core samples. When comparing the results of the velocity estimated with those laws and the velocity measured on core or with sonic logs and seismic data, discrepancies are often seen.
F. Lefeuvre, P. Desegaulx, M. L. Baratin
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A further comparison of shear-wave velocities
Canadian Geotechnical Journal, 1982In a previous paper by the same authors the values of the shear-wave velocity in natural soils found from laboratory tests were compared with wave velocities measured in situ. Dynamic free-vibration torsion tests were carried out in the laboratory on undisturbed 150 × 75 mm soil samples. Downhole seismic tests were performed at the site to measure the
T. J. Larkin, P. W. Taylor
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Estimation of seabed shear-wave velocity profiles using shear-wave source data
The Journal of the Acoustical Society of America, 2013This paper estimates seabed shear-wave velocity profiles and their uncertainties using interface-wave dispersion curves extracted from data generated by a shear-wave source. The shear-wave source generated a seismic signature over a frequency range between 2 and 60 Hz and was polarized in both in-line and cross-line orientations. Low-frequency Scholte-
Hefeng, Dong +2 more
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