Advances in Near-Surface Seismology and Ground-Penetrating Radar 2010
DOI: 10.1190/1.9781560802259.ch18
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18. High-Resolution SH-Wave Seismic Reflection for Characterization of Onshore Ground Conditions in the Trondheim Harbor, Central Norway

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Cited by 30 publications
(25 citation statements)
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“…All in all, 7 profiles with P-waves (8.0 km), 3 profiles with S-waves (2.4 km) and VSPs with both P-and S-waves in 5 boreholes (maximal geophone depth 39-102 m) were acquired. LIAG's hydraulically driven vibrator systems MHV2.7 and HVP-30 (Buness and Wiederhold, 1999) were used as seismic sources for Pwave surveys and MHV4S (Polom et al, 2010) for S-wave surveys. For VSP measurements the small electro-dynamical vibrator system ELVIS Krawczyk et al, 2011) was used as a seismic source.…”
Section: Seismic Methodsmentioning
confidence: 99%
“…All in all, 7 profiles with P-waves (8.0 km), 3 profiles with S-waves (2.4 km) and VSPs with both P-and S-waves in 5 boreholes (maximal geophone depth 39-102 m) were acquired. LIAG's hydraulically driven vibrator systems MHV2.7 and HVP-30 (Buness and Wiederhold, 1999) were used as seismic sources for Pwave surveys and MHV4S (Polom et al, 2010) for S-wave surveys. For VSP measurements the small electro-dynamical vibrator system ELVIS Krawczyk et al, 2011) was used as a seismic source.…”
Section: Seismic Methodsmentioning
confidence: 99%
“…The survey set-up is designed for near-surface reflection-seismic profiling, especially in urban areas, e.g. the suppression of surface Love waves if the first subsurface layer is of higher seismic velocity than the second layer, which is often the case on paved or compacted roads (Polom et al, 2010;Krawczyk et al, 2012). For a successful survey in a karst area the use of a high-frequency signal and a dense receiver and source spacing are important for detecting the strong lateral and vertical, structural variations induced by dissolution and obtaining high-resolution images of the subsurface (Wadas et al, 2016).…”
Section: Shear Wave Datamentioning
confidence: 99%
“…, Inazaki, 2004;Polom et al, 2010Polom et al, , 2013Pugin et al, 2013;Krawczyk et al, 2013;Ghose et al, 2013]. In the Otway area, compressional inversion is evident with throws of only 2 m near the surface, as indicated in outcrop (Figure 19) or interpreted from refractor steps in seismic data (Figure 17, top).…”
Section: Combination Of Surface and Seismic Subsurface Datamentioning
confidence: 99%
“…Source and receivers were run in SH orientation, i.e., particle motions perpendicular to the spread orientation [e.g., Polom et al, 2010;Krawczyk et al, 2013]. In this case a spread length of 240 m was used to constrain a deeper-reaching seismic velocity model than in the latter two citations.…”
Section: Shear Wave Reflection Seismic Surveyingmentioning
confidence: 99%
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