- #9,801
~kujala~
- 110
- 0
biffvernon said:The trouble with general terms like 'sandstone' and 'mudstone' is that they tell you approximately nothing about the strength and probably nothing about the permeability of the rock.
As far as I understand the velocity of the S-waves are dependent on the strength of the rock ie the harder the rock the faster the S-waves. Faster is better.
So as we know that S-wave velocity in two different earthquakes has been around 520 m/s in Fukushima I think we can make some assumptions based on that. Or can we?
http://varasto.kerrostalo.huone.net/lietekivi_4.png
This would be quite normal S-wave velocity for mudstones/sandstones when compared to those in San Fransisco:
http://varasto.kerrostalo.huone.net/lietekivi_2.png
Actually it's a little on the slow side because the borders are 350 m/s - 750 m/s so in the middle it would be 550 m/s and it's 520 m/s. But I suppose this is something to be expected because we also know that sandstone/siltstone in Fukushima is young (Quaternary).
On the other hand the soil amplification for class C in the above chart is considered not to be as significant as for classes D/E. But it's not the same as for classes A/B where no significant soil amplification is considered.
Some other hints might be found from these drawings - according to Astronuc the numbers in the first one might be pressure gradients. What about the velocities in the second one? Could they be P-wave velocities (1,600 m/s - 1,700 m/s for mudstone):
http://varasto.kerrostalo.huone.net/lietekivi_5.png
http://varasto.kerrostalo.huone.net/lietekivi_6.png