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Fig. 15
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Norme relative du tenseur des déformations observées à la rupture dans les massifs d’ouvrages d’élancement 0,625 (a), 0,75 (b), 0,875 (c) et 1 (d).
Strains observed in the soil of walls with slenderness 0.625, 0.75, 0.875 and 1.
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