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PILE DRAG LOAD AND DOWNDRAG CONSIDERING LIQUEFACTION (2008)

The design problem of piles is to address not the drag load but the location of the neutral plane and the settlement of the soil at the neutral plane.
Reference:
Journal of Geotechnical and Geoenvironmental Engineering, Vol 132, No 9, 2008
Organization:
Bengt Fellenius Consultants Inc
Canada
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