Limitation of the validity of application of the formulas from Prandtl - Buisman and from Andersen for the ultimate bearing capacity of the soil underneath footings.
Limitation of the validity of application of the formulas from Prandtl - Buisman and from Andersen for the ultimate bearing capacity of the soil underneath footings.
E. E. de Beer; M. G. G. Wallays
2nd International Conference on Soil Mechanics and Foundation Engineering (Rotterdam)
THEORIES, HYPOTHESES, CONSIDERATIONS OF A GENERAL CHARACTER
Shallow Foundations
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