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Azby said:*Also,*my colleagues warn that the type of bed rock, which geologists identify,*and the strength/suitability of the*bed rock, which soil/geo-engineers determine, is different, ...
This is also something to note.
I am not sure if I understood it correctly but it might refer to a same thing as presented here:
http://iisee.kenken.go.jp/net/yokoi/bedrock/index.htm
In the viewpoint of Earthquake Engineering, it has been proposed, based on the followings, to use the shallower interface of which underlying stratum has from 300 to 700 m/sec of the shear wave velocity. This interface is called "Engineering Bedrock". ...
As the shear wave velocity of upper Earth crust is as homogeneous as from 3000 to 3500 m/sec, the upper interface of the upper Earth crust having 3000 m/sec of the shear wave velocity is called "Seismic Bedrock".