2019
DOI: 10.1016/j.epsl.2018.12.038
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Weathering front under a granite ridge revealed through full-3D seismic ambient-noise tomography

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Cited by 18 publications
(31 citation statements)
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“…8a). This depression is also present in independent seismic investigations (Wang et al, 2019;Keifer et al, 2019). In cross-sectional view, the water table is much closer to the interpreted seismic Fig.…”
Section: Addressing the Challenges Of Surface Nmr In A Fractured Envisupporting
confidence: 80%
See 1 more Smart Citation
“…8a). This depression is also present in independent seismic investigations (Wang et al, 2019;Keifer et al, 2019). In cross-sectional view, the water table is much closer to the interpreted seismic Fig.…”
Section: Addressing the Challenges Of Surface Nmr In A Fractured Envisupporting
confidence: 80%
“…Our study site has been targeted by many geophysical experiments and the CZ structure is well characterized at the hillslope scale (Hayes, 2016;Novitsky et al, 2018;Flinchum et al, 2018aFlinchum et al, , 2018bWang et al, 2019;Keifer et al, 2019). An important boundary in the CZ is the one that divides saprolite and weathered bedrock.…”
Section: Addressing the Challenges Of Surface Nmr In A Fractured Envimentioning
confidence: 99%
“…Following Gao and Shen (2014), we represent the relationship between the phase delay, δ t , and the velocity perturbations of compressional ( Δ m α ) and shear ( Δ m β ) waves as δnormalt=][Κα)(,bold-italicmbold-italicrxboldΔmαbold+Κβ)(,bold-italicmbold-italicrxboldΔmβnormaldV, where Κ α ( m r , x ) and Κ β ( m r , x ) are the 3‐D sensitivity kernels of Rayleigh waves to compressional and shear wave velocities, respectively, m r is the velocity model used in wave propagation simulation, and d V is the volume increment for the integral. The use of 3‐D finite‐frequency sensitivity kernels allows for the ability to resolve structures smaller than the dominant frequency, as demonstrated by previous studies (Chen et al, 2018; Gao & Shen, 2014; Tape et al, 2009; Wang et al, 2018, 2019). From Equation 1, the inversion problem becomes solving for m in bold-italicGm=bold-italicd, where G is the matrix built based on the sensitivity kernels in Equation 1 for all phase delay measurements, m is the 3‐D velocity perturbations (the unknowns), and d is the phase delay measurements.…”
Section: Methodsmentioning
confidence: 88%
“…Downhole hydraulic conductivity logging revealed that hydraulic conductivity varies over two orders of magnitude but generally decreases with depth (Ren et al, 2019). Other geophysical studies have shown that the influence of heterogeneous remnant fabric from fractures extends upward into the saprolite (Novitsky et al, 2018) and that the depth to the intact bedrock is also laterally heterogeneous on the 100s−1,000s of m scale, extending as deep as 60 m below the surface (Flinchum et al, 2018b;Keifer et al, 2019;Wang et al, 2019a). In addition, nuclear magnetic resonance (NMR) logging was completed at all of the boreholes in the study area and show low but variable water contents (< 0.15 m 3 /m 3 ) in the fractured rock region of the CZ; the water is focused in visibly fractured regions (Flinchum et al, 2019;Ren et al, 2019).…”
Section: Heterogeneitymentioning
confidence: 98%