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Design and testing of piles in argillaceous-silty soils
Bearing capacity calculated on basis of resistance of soil agreed more with practical data than bearing capacity estimated on penetration after last blow during driving of pile; it is recommended to estimate bearing capacity using static formulas and to subject them to loading tests and analyze results after driving, using dynamic formulas.
Design and testing of piles in argillaceous-silty soils
Bearing capacity calculated on basis of resistance of soil agreed more with practical data than bearing capacity estimated on penetration after last blow during driving of pile; it is recommended to estimate bearing capacity using static formulas and to subject them to loading tests and analyze results after driving, using dynamic formulas.
Design and testing of piles in argillaceous-silty soils
Calcolo e prove di carico di alcune palificate in terreni argillolimosi
Meardi, G. (Autor:in)
Geotecnica ; 11
1964
7 pages
Aufsatz (Zeitschrift)
Italienisch
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