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    Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author:
    Murad Y. Abu-Farsakh
    ,
    Hani H. Titi
    DOI: 10.1061/(ASCE)1090-0241(2004)130:9(935)
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the applicability of eight direct cone penetration test (CPT) methods to predict the ultimate load capacity of square precast prestressed concrete (PPC) driven friction piles. Analyses and evaluation were conducted on 35 driven friction piles of different sizes and lengths that were failed during pile load testing. The CPT methods, as well as the static α and β methods, were used to estimate the load carrying capacities of the investigated piles
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      Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52562
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMurad Y. Abu-Farsakh
    contributor authorHani H. Titi
    date accessioned2017-05-08T21:28:02Z
    date available2017-05-08T21:28:02Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A9%28935%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52562
    description abstractThis paper evaluates the applicability of eight direct cone penetration test (CPT) methods to predict the ultimate load capacity of square precast prestressed concrete (PPC) driven friction piles. Analyses and evaluation were conducted on 35 driven friction piles of different sizes and lengths that were failed during pile load testing. The CPT methods, as well as the static α and β methods, were used to estimate the load carrying capacities of the investigated piles
    publisherAmerican Society of Civil Engineers
    titleAssessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles
    typeJournal Paper
    journal volume130
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:9(935)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    contenttypeFulltext
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