Dawood et al. (2024) used the 36Cl exposure dating method to recover
the last 30 ka scarp exhumation history of three fault segments from the Bet Kerem fault system
. Results
indicate that the three faults were active simultaneously in at least three distinguished activity periods,
during which a minimum of 1.2 m of surface rupturing occurred in each period
. This synchronized fault activity in turn suggests that
the three individual earthquakes ruptured the faults during the same events.
The 36Cl cosmogenic exposure dating method was developed and applied on carbonate normal fault scarps over the last two decades (Akçar et al., 2012; Benedetti et al., 2002; Goodall et al., 2021; Iezzi et al., 2021; Mitchell et al., 2001; Mozafari et al., 2022; Schlagenhauf et al., 2010; Zreda & Noller, 1998). This method is based on the fact that the cosmogenic isotope 36Cl is primarily produced and accumulated in the carbonate fault rocks due to the interaction between cosmic radiation and Ca-rich minerals (Gosse & Phillips, 2001). This production of 36Cl atoms in the fault rocks allows to determine the exhumation history of the scarp during Late Pleistocene to Holocene periods. Hence, both, the ages and magnitudes of the surface slip are obtained for the most recent earthquakes that exhumed the exposed fault scarp (Mitchell et al., 2001; Schlagenhauf et al., 2010).
Before we discuss the results, it is important to note, that due to the limitation of the 36Cl approach, seismic events that generate less than 25 cm of surface rupture with a recurrence time of less than a few hundred years, cannot be separated as distinguished events. Therefore, the number of events indicated for each segment is a minimum value. This implies that some so-called “events” may in fact include several earthquakes that occurred within a few hundreds of years or one single event that generated a large amount of slip (Schlagenhauf et al., 2010). Hence, we will refer to the scarp exhumation events as activity period.
Source - Wells and Coppersmith (1994)
Variable | Input | Units | Notes |
---|---|---|---|
cm. | |||
cm. | |||
m/s | Enter a value of 655 for no site effect Equation comes from Darvasi and Agnon (2019) |
||
Variable | Output - not considering a Site Effect | Units | Notes |
unitless | Moment Magnitude for Avg. Displacement | ||
unitless | Moment Magnitude for Max. Displacement | ||
Variable | Output - Site Effect Removal | Units | Notes |
unitless | Reduce Intensity Estimate by this amount to get a pre-amplification value of Intensity |
Variable | Input | Units | Notes |
---|---|---|---|
m | Max. Vertical Displacement | ||
Variable | Output - not considering a Site Effect | Units | Notes |
unitless | Avg. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 2 (developed for the Aegean) |
||
unitless | Min. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 2 (developed for the Aegean) |
||
unitless | Max. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 2 (developed for the Aegean) |
Variable | Input | Units | Notes |
---|---|---|---|
km. | Rupture Length | ||
Variable | Output - not considering a Site Effect | Units | Notes |
unitless | Moment Magnitude |
Variable | Input | Units | Notes |
---|---|---|---|
km. | Rupture Length | ||
Variable | Output - not considering a Site Effect | Units | Notes |
unitless | Moment Magnitude from Ambraseys (1988) (developed for the Middle East) |
||
unitless | Moment Magnitude from Bonilla and Lienkaemper (1984) | ||
unitless | Surface Magnitude from Ambraseys and Jackson (1998) Eqn. 2 | ||
unitless | Surface Magnitude from Ambraseys and Jackson (1998) Eqn. 3 | ||
unitless | Moment Magnitude from Ambraseys and Jackson (1998) Eqn. 11 | ||
unitless | Avg. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 1 (developed for the Aegean) |
||
unitless | Min. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 7 (developed for the Aegean) |
||
unitless | Max. Surface Magnitude from Pavlides and Caputo (2004) Eqn. 5 (developed for the Aegean) |
Variable | Input | Units | Notes |
---|---|---|---|
km. | |||
km. | |||
Variable | Output | Units | Notes |
unitless | Moment Magnitude computed using Wesnousky (2008) | ||
unitless | Moment Magnitude computed using Hanks and Bakun (2008) | ||
km.2 |
The value given for Intensity with site effect removed is how much you should subtract from your Intensity estimate to obtain a pre-amplification value for Intensity. For example if the output is 0.5 and you estimated an Intensity of 8, your pre-amplification Intensity is now 7.5. An Intensity estimate with the site effect removed is helpful in producing an Intensity Map that will do a better job of "triangulating" the epicentral area. If you enter a VS30 greater than 655 m/s you will get a positive number, indicating that the site amplifies seismic energy. If you enter a VS30 less than 655 m/s you will get a negative number, indicating that the site attenuates seismic energy rather than amplifying it. Intensity Reduction (Ireduction) is calculated based on Equation 6 from Darvasi and Agnon (2019).
VS30 is the average seismic shear-wave velocity from the surface to a depth of 30 meters at earthquake frequencies (below ~5 Hz.). Darvasi and Agnon (2019) estimated VS30 for a number of sites in Israel. If you get VS30 from a well log, you will need to correct for intrinsic dispersion. There is a seperate geometric dispersion correction usually applied when processing the waveforms however geometric dispersion corrections are typically applied to a borehole Flexural mode generated from a Dipole source and for Dipole sources propagating in the first 30 meters of soft sediments, modal composition is typically dominated by the Stoneley wave. Shear from Stoneley estimates are approximate at best. This is a subject not well understood and widely ignored by the Geotechnical community and/or Civil Engineers but understood by a few specialists in borehole acoustics. Other considerations will apply if you get VS30 value from a cross well survey or a shallow seismic survey where the primary consideration is converting shear slowness from survey frequency to Earthquake frequency. There are also ways to estimate shear slowness from SPT & CPT tests.
Dawood, R., et al. (2024). "Multi-Segment Earthquake Clustering as Inferred From Cl Exposure Dating, the Bet Kerem Fault System, Northern Israel." Tectonics 43.
Mitchell, S. G., Matmon, A., Bierman, P. R., Enzel , Y., Caffee, M., and Rizzo, D., 2001, Displacement history of a limestone normal fault scarp, northern Israel, from cosmogenic Cl-36
: Journal of Geophysical Research-Solid Earth, v. 106, no. B3, p. 4247-4264.
Shamir, G., 2007, Earthquake epicenter distribution and mechanisms in northern Israel
: Geological Survey of Israel. Report GSI/16/2007. in Hebrew