A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bearing capacity of pile groups under eccentric loads in sand
Model tests on free-standing pile groups and piled foundations with varying numbers and spacings of piles under central and eccentric loads in loose and dense sands are analyzed by extended theory of bearing capacity of foundations.
Bearing capacity of pile groups under eccentric loads in sand
Model tests on free-standing pile groups and piled foundations with varying numbers and spacings of piles under central and eccentric loads in loose and dense sands are analyzed by extended theory of bearing capacity of foundations.
Bearing capacity of pile groups under eccentric loads in sand
Canada. Nat Research Council -- Associate Committee Geotechnical Research -- Tech Memo
Kishida, H. (author) / Meyerhof, G.G. (author)
1965
5 pages
Article (Journal)
English
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