2019
DOI: 10.1016/j.jsg.2019.06.008
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Physical constraints on speleothem deformations caused by earthquakes, seen from a new perspective: Implications for paleoseismology

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Cited by 12 publications
(12 citation statements)
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“…Analogous to surface rock falls, block impacts can produce high‐frequency waves in the cave, which are quickly attenuated (Dammeier et al., 2011). Due to the geometry of speleothems, high‐frequency events are favorable for speleothem destruction (Bottelin et al., 2020; Mendecki & Szczygieł, 2019). Thus, within the short distance from the block fall (one dozen to hundreds of meters), speleothem failure due to seismic wave propagation is plausible.…”
Section: Discussion—cave Damage Causesmentioning
confidence: 99%
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“…Analogous to surface rock falls, block impacts can produce high‐frequency waves in the cave, which are quickly attenuated (Dammeier et al., 2011). Due to the geometry of speleothems, high‐frequency events are favorable for speleothem destruction (Bottelin et al., 2020; Mendecki & Szczygieł, 2019). Thus, within the short distance from the block fall (one dozen to hundreds of meters), speleothem failure due to seismic wave propagation is plausible.…”
Section: Discussion—cave Damage Causesmentioning
confidence: 99%
“…The parameters describing these criteria are the speleothem natural frequency and the corresponding critical horizontal ground acceleration, which depend on elastic properties of the speleothem and the following geometric dimensions: height, H , and diameter, D , measured in situ (Cadorin et al., 2001; Ferranti et al., 2019; Lacave et al., 2000; Mendecki & Szczygieł. 2019; Pace et al., 2020; Szeidovitz et al., 2008). The horizontal ground acceleration is the limit at which speleothems break.…”
Section: Methodsmentioning
confidence: 99%
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“…Because a speleothem can be considered as a cantilever beam, with height H and diameter D (e.g., Cadorin et al, 2001; Mendecki & Szczygieł, 2019; Figure 5), we performed a numerical modeling to study its behavior during the passage of the seismic waves, based on its natural frequency of vibration. We used a FEM modeling approach taking advantage of the SAP2000 software (http://www.csiamerica.com/products/sap2000), which uses geometric, physical, and mechanical properties to compute the response of speleothems to the ground motion.…”
Section: Methodsmentioning
confidence: 99%