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    Performance of a Stone Column Foundation

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    James K. Mitchell
    ,
    Timothy R. Huber
    DOI: 10.1061/(ASCE)0733-9410(1985)111:2(205)
    Publisher: American Society of Civil Engineers
    Abstract: Vibro‐replacement stone columns were used to support a large wastewater treatment plant founded on up to 48 ft (15 m) of soft estuarine deposits. Support was required for distributed foundation stresses up to 3,000 psf (145 kPa). The basic design requirement was a loading of 30 tons (265 kN)/stone column with a settlement of less than 0.25 in. (6 mm) under that load in a test on a single column within a group. Column spacings ranged from a
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      Performance of a Stone Column Foundation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19719
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    contributor authorJames K. Mitchell
    contributor authorTimothy R. Huber
    date accessioned2017-05-08T20:33:54Z
    date available2017-05-08T20:33:54Z
    date copyrightFebruary 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A2%28205%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19719
    description abstractVibro‐replacement stone columns were used to support a large wastewater treatment plant founded on up to 48 ft (15 m) of soft estuarine deposits. Support was required for distributed foundation stresses up to 3,000 psf (145 kPa). The basic design requirement was a loading of 30 tons (265 kN)/stone column with a settlement of less than 0.25 in. (6 mm) under that load in a test on a single column within a group. Column spacings ranged from a
    publisherAmerican Society of Civil Engineers
    titlePerformance of a Stone Column Foundation
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:2(205)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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