TY - GEN
T1 - Precariously Balanced Rocks provide new constraints on long-term fault activity and seismic hazard in the Negev and along the Arava section of the Dead Sea Transform
AU - Ganz, Noam
AU - Finzi, Yaron
AU - Dor, Ory
AU - Tsesarsky, Michael
AU - Arrowsmith, Ramon
PY - 2019/4/1
Y1 - 2019/4/1
N2 - Precariously Balanced Rocks cannot withstand strong ground motion. If a
strong earthquake occurs in their vicinity they are likely to break or
topple. By evaluating the stability of PBRs and determining their age,
it is possible to constrain the maximum PGA that has occurred at PBR
sites during their life time. This methodology has been proven as
effective in evaluating the maximal magnitude on faults and fault
systems around the world, and has been applied to improve both
deterministic and probabilistic seismic hazard analysis. In the Negev
desert, slender, in situ rock pillars constitute a particularly
important subset of PPRs as their seismically induced motion may be
amplified. Amplification occurs in pillars with a natural frequency of
1-10 Hz, corresponding to seismic wave frequency which is predominant
away from the source rupture of earthquakes. We present an interactive
Negev-PBR database and online tools to perform stability analysis and
initial evaluation of the natural frequency of rock pillars. The online
interface will enable scientists to derive seismic implications based on
various constraints. The data was used to constrain the maximum
magnitudes along faults of the central Sinai-Negev shear zone and the
Arava section of the Dead Sea Transform and to re-evaluate plausible
regional ground shaking intensities. We infer that the maximum magnitude
that occurred along the Negev faults in the past 1300 years is of
magnitude M5, and that along the Central Arava section of the Dead Sea
Transform the maximum magnitude is of M6.5-7. This suggests that
historic earthquakes the occurred during the life span of the PBRs were
probably not as strong as previously thought.
AB - Precariously Balanced Rocks cannot withstand strong ground motion. If a
strong earthquake occurs in their vicinity they are likely to break or
topple. By evaluating the stability of PBRs and determining their age,
it is possible to constrain the maximum PGA that has occurred at PBR
sites during their life time. This methodology has been proven as
effective in evaluating the maximal magnitude on faults and fault
systems around the world, and has been applied to improve both
deterministic and probabilistic seismic hazard analysis. In the Negev
desert, slender, in situ rock pillars constitute a particularly
important subset of PPRs as their seismically induced motion may be
amplified. Amplification occurs in pillars with a natural frequency of
1-10 Hz, corresponding to seismic wave frequency which is predominant
away from the source rupture of earthquakes. We present an interactive
Negev-PBR database and online tools to perform stability analysis and
initial evaluation of the natural frequency of rock pillars. The online
interface will enable scientists to derive seismic implications based on
various constraints. The data was used to constrain the maximum
magnitudes along faults of the central Sinai-Negev shear zone and the
Arava section of the Dead Sea Transform and to re-evaluate plausible
regional ground shaking intensities. We infer that the maximum magnitude
that occurred along the Negev faults in the past 1300 years is of
magnitude M5, and that along the Central Arava section of the Dead Sea
Transform the maximum magnitude is of M6.5-7. This suggests that
historic earthquakes the occurred during the life span of the PBRs were
probably not as strong as previously thought.
M3 - Conference contribution
VL - 21
T3 - 21st EGU General Assembly, EGU2019, Proceedings from the conference held 7-12 April, 2019 in Vienna, Austria
SP - 12371
BT - 21st EGU General Assembly, EGU2019, Proceedings from the conference held 7-12 April, 2019 in Vienna, Austria
ER -