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contributor authorMarvin Gates
contributor authorAmerigo Scarpa
date accessioned2017-05-08T22:40:45Z
date available2017-05-08T22:40:45Z
date copyrightDecember 1984
date issued1984
identifier other%28asce%290733-9364%281984%29110%3A4%28491%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86167
description abstractHow deep and how hard should a friction pile be driven to achieve the minimum unit cost of bearing capacity? The tradeoffs are modeled in terms of optimum depth of penetration limited by: (1) Available order length; and (2) allowable blow count on the last foot of penetration. Usually, it will prove cost effective to drive the longest pile available as deep and as hard as possible no matter how much time is required, as long as the pile is not damaged. There exists a narrow range of conditions where this approach is contraindicated. A suitable formula for finding the optimum depth of penetration within the range is derived. The increase in blow count with increased penetration is developed as gradient
publisherAmerican Society of Civil Engineers
titleOptimum Penetration of Friction Piles
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(1984)110:4(491)
treeJournal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 004
contenttypeFulltext


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