A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
No closed theory is available for determining bearing capacity of piles from soil characteristics, but for cohesionless soils, good relations have been found lately between bearing capacity of piles and density resp. angle of internal friction of soils; it is possible to predict bearing capacity of pile by penetrometer soundings or standard penetration tests; tests and theoretical considerations also provided better knowledge about bearing capacity of pile groups and piles under horizontal load.
No closed theory is available for determining bearing capacity of piles from soil characteristics, but for cohesionless soils, good relations have been found lately between bearing capacity of piles and density resp. angle of internal friction of soils; it is possible to predict bearing capacity of pile by penetrometer soundings or standard penetration tests; tests and theoretical considerations also provided better knowledge about bearing capacity of pile groups and piles under horizontal load.
Bearing capacity of piles
Tragfaehigkeit von Pfaehlen
Simons, H. (author)
1967
6 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
| British Library Conference Proceedings | 1999
| Engineering Index Backfile | 1948
Bearing capacity of driven piles
| Engineering Index Backfile | 1930
Calculating bearing capacity of piles
| Engineering Index Backfile | 1965
Bearing capacity of wood piles
| Engineering Index Backfile | 1930