A platform for research: civil engineering, architecture and urbanism
Experiences with driving of reinforced-concrete piles
Method of testing supporting power of unknown ground by driving only one test pile cannot be recommended; stresses in ground, which arise when piles are driven close together, must be taken into consideration; ground must be tested much deeper than necessary foundation depth in order to determine smallest possible distance between piles without overloading; it is advised to drive piles again after several weeks when all stresses are neutralized.
Experiences with driving of reinforced-concrete piles
Method of testing supporting power of unknown ground by driving only one test pile cannot be recommended; stresses in ground, which arise when piles are driven close together, must be taken into consideration; ground must be tested much deeper than necessary foundation depth in order to determine smallest possible distance between piles without overloading; it is advised to drive piles again after several weeks when all stresses are neutralized.
Experiences with driving of reinforced-concrete piles
Erfahrungen beim Einrammen von Eisenbetonpfaehlen
Zement ; 19
1930
3 pages
3 Figs.
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Driving stresses in reinforced concrete piles
Engineering Index Backfile | 1966
|Driving of spliced reinforced-concrete piles
Engineering Index Backfile | 1928
|Behaviour of reinforced-concrete piles during driving
Engineering Index Backfile | 1936
|Behaviour of reinforced-concrete piles during driving
Engineering Index Backfile | 1935
|Behaviour of reinforced-concrete piles during driving
Engineering Index Backfile | 1935
|