Fig. 9
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(a) Tassement de la tête du pieu post-creusement ; (b) Effort axial initial post-chargement et ; (c) Variation d’efforts axiaux induites par le passage du tunnelier (phase no2).
(a) Post-tunneling pile head settlement; (b) Initial post-loading axial force and; (c) Variation of axial forces induced by the passage of the TBM (phase no2).
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