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Field tests were conducted on steel H-piling driven through medium clay to end bearing in very hard soil; 10CBP42 pile, was instrumented at intervals throughout length with strain gages; pile was loaded in increments according to prescribed load testing procedure and then unloaded in decrements; second loading cycle was carried out in same manner except that it was continued until pile failed.
Field tests were conducted on steel H-piling driven through medium clay to end bearing in very hard soil; 10CBP42 pile, was instrumented at intervals throughout length with strain gages; pile was loaded in increments according to prescribed load testing procedure and then unloaded in decrements; second loading cycle was carried out in same manner except that it was continued until pile failed.
Frictional resistance of steel H-piling in clay
Am Soc Civ Engrs -- Proc (J Soil Mechanics Foundations Div)
Vey, E. (author)
1957
31 pages
Article (Journal)
English
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Frictional factor of pre-cast piling
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