ground-borne vibration mitigation
ground-borne vibration mitigation
(OP)
Say you have a research facility with vibration-sensitive equipment, and it's immediately adjacent to a train track. Ground borne vibrations are induced on the structure. It is being proposed to provide granular material ("riprap") under the spread footings to help mitigate vibrations. Does anyone have any experience with this? Or a possible reference? In a recent post I know 271828 alluded to some UK references that I am in the process of tracking down and reviewing, but I thought I might solicit some input/advice about this idea.
Many thanks.
Many thanks.






RE: ground-borne vibration mitigation
RE: ground-borne vibration mitigation
RE: ground-borne vibration mitigation
I've read about trenching, but have no idea how well that will work. I'm interested in this problem, but haven't worked on it enough to be helpful.
RE: ground-borne vibration mitigation
VB