If the existig building foundation is not piled, like mat, or footing in bad soil, the soil balance can be very precise, better get some distance between the buildings, independently of vibrations.
Wow...
I'm new here and I don't know how to answer the question of eng cbosy (private or public)...well...Let's go...
The distance between two support towers is 300m in my case today and I'm thinking to consider 600m max (each 2) maybe 900m (each 3). What do you think about?
In brazilian line transmission 238 or 500kV foundation design, we do not make one SPT borehole per tower but one per 500m moreless.
Tell me something of your experiences about, please.
Sorry for bad english!
In brazilian line transmission 238 or 500kV foundation design, we do not make one SPT borehole per tower but one per 500m moreless.
Is the same in your countries?
Tell me something of your experiences about, please.
