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Skin friction for steel piles in sand
Relationship is presented between skin friction and soil shear strength as function of pile movement for steel piles in sand; consideration is given to effect of void ratio, saturation, depth or lateral pressure, and movement; results of study of field test on instrumented piles and laboratory tests on small pile in saturated sand are used to obtain desired relationship; relationship is presented in form of curve which is obtained when ratio of skin friction to soil shear strength is plotted vs pile movement; developed curve is used to compute theoretical load-settlement curve which, in turn, is compared with actual field load-settlement curve.
Skin friction for steel piles in sand
Relationship is presented between skin friction and soil shear strength as function of pile movement for steel piles in sand; consideration is given to effect of void ratio, saturation, depth or lateral pressure, and movement; results of study of field test on instrumented piles and laboratory tests on small pile in saturated sand are used to obtain desired relationship; relationship is presented in form of curve which is obtained when ratio of skin friction to soil shear strength is plotted vs pile movement; developed curve is used to compute theoretical load-settlement curve which, in turn, is compared with actual field load-settlement curve.
Skin friction for steel piles in sand
ASCE -- Proc (J Soil Mechanics Foundations Div)
Coyle, H.M. (author) / Sulaiman, I.H. (author)
1967
18 pages
Article (Journal)
English
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