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Penetration tests and bearing capacity of cohesionless soils
From comparison between standard (dynamic) and static penetration resistances on number of sites, simple approximate correlation has been obtained to estimate relative density and angle of internal friction; proposed relationships applied to determine ultimate bearing capacity of footings and point resistance and skin friction of piles; results compared with field loading tests on plates and piles.
Penetration tests and bearing capacity of cohesionless soils
From comparison between standard (dynamic) and static penetration resistances on number of sites, simple approximate correlation has been obtained to estimate relative density and angle of internal friction; proposed relationships applied to determine ultimate bearing capacity of footings and point resistance and skin friction of piles; results compared with field loading tests on plates and piles.
Penetration tests and bearing capacity of cohesionless soils
Am Soc Civ Engrs -- Proc (J Soil Mechanics Foundations Div)
Meyerhof, G.G. (author)
1956
19 pages
Article (Journal)
English
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