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Couche De Forme


MALAK12
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 J ai  ces deux classes  image.png.0c99b70f02bf4491d1c0d150baeb313d.png

j ai Pjmin = P2 donc il est impératif de concevoir une couche de forme

afin d’atteindre la portance minimale exigée . ET TPLI = TPL6

image.png.9c5092884be13ffed48353c71a09c3ca.png

image.png.c3adca27763d874780e7849d4c42631d.png

image.png.abb52a23459fcc26bb089ac9865d4bdd.png

Dans mon cas dois je utiliser F1 ou bien MT sachant que B5 et A2 n'appartient pas aux sols mentionné pour les matériaux F1   ?

 

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