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A platform for research: civil engineering, architecture and urbanism
Experiments on model piles with enlarged bases
Model experiments were made to provide information on bearing capacity of deep cylinder pile foundations with enlarged bases in London clay; models were of brass, had shaft diameter of 3/4 in. and both length of shaft and diameter of base were varied; load cell measured base reaction; results suggest that minimum penetration movement at ultimate bearing capacity is obtained with longest possible shaft and smallest diameter base.
Experiments on model piles with enlarged bases
Model experiments were made to provide information on bearing capacity of deep cylinder pile foundations with enlarged bases in London clay; models were of brass, had shaft diameter of 3/4 in. and both length of shaft and diameter of base were varied; load cell measured base reaction; results suggest that minimum penetration movement at ultimate bearing capacity is obtained with longest possible shaft and smallest diameter base.
Experiments on model piles with enlarged bases
Geotechnique
Cooke, R.W. (author) / Whitaker, T. (author)
Geotechnique ; 11
1961
13 pages
Article (Journal)
English
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