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    Reliability-Based Design and Construction Issues for a Micropile Foundation in Costa Rica

    Source: Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 004
    Author:
    Fulvio Tonon
    ,
    Armando Mammino
    DOI: 10.1061/(ASCE)1084-0680(2004)9:4(227)
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes the geotechnical and structural, reliability-based design of micropile foundations for a factory in Costa Rica, along with its construction issues. The chaotic nature of the very loose soil led the designers to substitute micropiles for the driven piles originally called for in the final design. The same chaotic nature of the soil made any deterministic prediction of the pile lengths impracticable, and the designers developed an original and
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      Reliability-Based Design and Construction Issues for a Micropile Foundation in Costa Rica

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    contributor authorFulvio Tonon
    contributor authorArmando Mammino
    date accessioned2017-05-08T21:22:47Z
    date available2017-05-08T21:22:47Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%291084-0680%282004%299%3A4%28227%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49156
    description abstractThe paper describes the geotechnical and structural, reliability-based design of micropile foundations for a factory in Costa Rica, along with its construction issues. The chaotic nature of the very loose soil led the designers to substitute micropiles for the driven piles originally called for in the final design. The same chaotic nature of the soil made any deterministic prediction of the pile lengths impracticable, and the designers developed an original and
    publisherAmerican Society of Civil Engineers
    titleReliability-Based Design and Construction Issues for a Micropile Foundation in Costa Rica
    typeJournal Paper
    journal volume9
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2004)9:4(227)
    treePractice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 004
    contenttypeFulltext
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