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  1. Flexibl

    Negative skin friction and geotechnical capacity

    During the checking of a bridge abutment on piles, the question to use or not to use the Downdrag load to check conformity against geotechnical capacity arised. HP310x94 metric batter piles (1 hor./4 vert.slope) are driven to the end bearing rock through 20 m of compressible clay and a thin...
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