Esercizio Cedimenti in terreni a grana fina e grossa

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Esercitazione 3b Cedimenti terreni dei

il calcolo

effettuare

in figura

rappresentata

Gon riferimento alla fondazione schematicamente

i vari metodi.

cedimenti, confrontando i risultati ottenuti con in figura.

riportate

le caratteristiche

Il è costituito da una sabbia fina con

sottosuolo B = L = 1 0

m =

q k P a

1 0 0

= kN/m3

^r 17 1 m

19 kN/m3 g

=

ysat= 5m

qc Mpa

N=20;

=

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N = 2 5 ; 1 0 M P a 5m

=

q c

N = 3 0 ; 1 2 M P a Metodo di Schmertman

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