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This document discusses methods for determining the bearing capacity of piles, including: 1) Dynamic pile formulae can be used to estimate bearing capacity in permeable soils like gravel and coarse sand, but not in saturated silts, clays, or other low-permeability soils. 2) In cohesive soils, bearing capacity can be estimated through lab tests of soil samples or results from deep penetration tests. 3) Where piles are driven in groups, it is best to conduct load tests on groups of at least four piles to

Author

sstibis

Language

EN