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    Evaluation of Liquefaction Potential Using Field Performance Data

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    H. Bolton Seed
    ,
    I. M. Idriss
    ,
    Ignacio Arango
    DOI: 10.1061/(ASCE)0733-9410(1983)109:3(458)
    Publisher: American Society of Civil Engineers
    Abstract: The evolution of a simplified procedure for evaluating the liquefaction potential of sand deposits using data obtained from standard penetration tests is reviewed. Field data for sites which are known to have liquefied or not liquefied during earthquakes in the United States, Japan, China, Guatemala, Argentina, and other countries are presented to establish a criterion for evaluating the liquefaction potential of sands in Magnitude 7‐1/2 earthquakes. The results of this study are then extended to other magnitude earthquakes using a combination of laboratory and field data. Available information on the liquefaction resistance of silty sands is also reviewed and a simple procedure for considering the influence of silt content is proposed. A method is presented for using the field data to evaluate the possible magnitude of pore water pressure generation in sands and silty sands which remain stable during earthquake shaking. Finally, the applicability of other in situ field tests, such as the static cone penetrometer, shear wave velocity, and electrical measurements for evaluating the liquefaction resistance of soils is examined.
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      Evaluation of Liquefaction Potential Using Field Performance Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19350
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    contributor authorH. Bolton Seed
    contributor authorI. M. Idriss
    contributor authorIgnacio Arango
    date accessioned2017-05-08T20:33:10Z
    date available2017-05-08T20:33:10Z
    date copyrightMarch 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A3%28458%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19350
    description abstractThe evolution of a simplified procedure for evaluating the liquefaction potential of sand deposits using data obtained from standard penetration tests is reviewed. Field data for sites which are known to have liquefied or not liquefied during earthquakes in the United States, Japan, China, Guatemala, Argentina, and other countries are presented to establish a criterion for evaluating the liquefaction potential of sands in Magnitude 7‐1/2 earthquakes. The results of this study are then extended to other magnitude earthquakes using a combination of laboratory and field data. Available information on the liquefaction resistance of silty sands is also reviewed and a simple procedure for considering the influence of silt content is proposed. A method is presented for using the field data to evaluate the possible magnitude of pore water pressure generation in sands and silty sands which remain stable during earthquake shaking. Finally, the applicability of other in situ field tests, such as the static cone penetrometer, shear wave velocity, and electrical measurements for evaluating the liquefaction resistance of soils is examined.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Liquefaction Potential Using Field Performance Data
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:3(458)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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