2012
DOI: 10.1016/j.geomorph.2012.01.006
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Micro-seismic measurements of cliff motion under wave impact and implications for the development of near-horizontal shore platforms

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Cited by 31 publications
(51 citation statements)
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“…N0.3 Hz (Young et al, 2011), 7-20 Hz (Dickson andPentney, 2012), 1.1-50 Hz (Norman et al, 2013;Vann Jones et al, 2015), 20-45 Hz (Young et al, 2016)). Young et al (2013) observed a range of bands between 2 and 40 Hz across a variety of soft and hard rock cliffs globally.…”
Section: Cliff Ground Motions As Proxies Of Cliff Toe Wave Energymentioning
confidence: 99%
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“…N0.3 Hz (Young et al, 2011), 7-20 Hz (Dickson andPentney, 2012), 1.1-50 Hz (Norman et al, 2013;Vann Jones et al, 2015), 20-45 Hz (Young et al, 2016)). Young et al (2013) observed a range of bands between 2 and 40 Hz across a variety of soft and hard rock cliffs globally.…”
Section: Cliff Ground Motions As Proxies Of Cliff Toe Wave Energymentioning
confidence: 99%
“…Key to this is the elevation relative to the tidal range, and thus where waves break relative to the cliff toe. For example, at a mesotidal site of high foreshore elevation relative to the high tide level, Dickson and Pentney (2012) observed the wave-cliff impact signal to be generated during low tides as waves broke at the steep seaward edge of the foreshore and shallow depths across the platform dissipated wave energy before reaching the cliff toe.…”
Section: Cliff Ground Motions As Proxies Of Cliff Toe Wave Energymentioning
confidence: 99%
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