Calcul de poinçonnement du terrain d'assise en génie civil

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f , E^rI = 0,333 x4o= 3,fi k*q^''
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3t33
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v cJ?Ub.-ft (7^a' ob^ mur e'F 'ta iene')'
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tcfwfizY>t: --r- - <raa{ ilt-o
,r\ i. t t-.- l'l O^. Z.S = *2,^ - I
wit.t *P'rne(Q i o'ul:';:;^:= "ffnT:
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z{ se.+f k'r7,"
@ falr ,k, '/*rr-t<^t /'wo*t'- 1'6;,-* 2a' (l'ro . o{) = 'ty'+'38 l4N7h
", N\.c,l , (o'E- ,,'Z: )x L'*{'Ja '- {&l't4^
@ Pr*e da l;erY' Pq = Lh'tr' t= o'333 x 2'* f"= P3't !4^ '
(9, .L^V J e*1ht l*' q = 4o r 4 '[ = nf q^ '
@, fau*Q d.^" ; {'cAo'7" ' P&= 0'3a3x {o r'*f= 46'{'V t{l'^'
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