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    Optimum Penetration of Friction Piles

    Source: Journal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 004
    Author:
    Marvin Gates
    ,
    Amerigo Scarpa
    DOI: 10.1061/(ASCE)0733-9364(1984)110:4(491)
    Publisher: American Society of Civil Engineers
    Abstract: How 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
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      Optimum Penetration of Friction Piles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/86167
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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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