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Theoretical investigation shows that for centric load, failure is preceded by horizontal tension failure just above pile point, and that for eccentric load failure occurs by local shearing; failure loads for different types of tips: increase of strength of pile tip may be obtained if pile end is made plain and furnished with pile shoe.
Theoretical investigation shows that for centric load, failure is preceded by horizontal tension failure just above pile point, and that for eccentric load failure occurs by local shearing; failure loads for different types of tips: increase of strength of pile tip may be obtained if pile end is made plain and furnished with pile shoe.
On strength of concrete pile tips
Hallfasthet hos betongpalspetsar
Svr, N.E. (Autor:in)
Betong ; 34
1949
20 pages
Aufsatz (Zeitschrift)
Schwedisch
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