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Dynamika podłożą badania.

a

max

 dla gruntów słabych 10 Hz

a

min

 dla gruntów mocnych 30 Hz

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P

2

>P

1      

N=300/√f

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n

1

>n

2

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G= const.
F- zmienne

 

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Fundamenty na palach

 

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Document Outline