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    Retesting of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author:
    R. E. S. Moss
    ,
    R. E. Kayen
    ,
    L.-Y. Tong
    ,
    S.-Y. Liu
    ,
    G.-J. Cai
    ,
    J. Wu
    DOI: 10.1061/(ASCE)GT.1943-5606.0000406
    Publisher: American Society of Civil Engineers
    Abstract: A field investigation was performed to retest liquefaction and nonliquefaction sites from the 1976 Tangshan earthquake in China. These sites were carefully investigated in 1978 and 1979 by using standard penetration test (SPT) and cone penetration test (CPT) equipment; however, the CPT measurements are obsolete because of the now nonstandard cone that was used at the time. In 2007, a modern cone was mobilized to retest 18 selected sites that are particularly important because of the intense ground shaking they sustained despite their high fines content and/or because the site did not liquefy. Of the sites reinvestigated and carefully reprocessed, 13 were considered accurate representative case histories. Two of the sites that were originally investigated for liquefaction have been reinvestigated for cyclic failure of fine-grained soil and removed from consideration for liquefaction triggering. The most important outcome of these field investigations was the collection of more accurate data for three nonliquefaction sites that experienced intense ground shaking. Data for these three case histories is now included in an area of the liquefaction triggering database that was poorly populated and will help constrain the upper bound of future liquefaction triggering curves.
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      Retesting of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62188
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. E. S. Moss
    contributor authorR. E. Kayen
    contributor authorL.-Y. Tong
    contributor authorS.-Y. Liu
    contributor authorG.-J. Cai
    contributor authorJ. Wu
    date accessioned2017-05-08T21:47:01Z
    date available2017-05-08T21:47:01Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000423.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62188
    description abstractA field investigation was performed to retest liquefaction and nonliquefaction sites from the 1976 Tangshan earthquake in China. These sites were carefully investigated in 1978 and 1979 by using standard penetration test (SPT) and cone penetration test (CPT) equipment; however, the CPT measurements are obsolete because of the now nonstandard cone that was used at the time. In 2007, a modern cone was mobilized to retest 18 selected sites that are particularly important because of the intense ground shaking they sustained despite their high fines content and/or because the site did not liquefy. Of the sites reinvestigated and carefully reprocessed, 13 were considered accurate representative case histories. Two of the sites that were originally investigated for liquefaction have been reinvestigated for cyclic failure of fine-grained soil and removed from consideration for liquefaction triggering. The most important outcome of these field investigations was the collection of more accurate data for three nonliquefaction sites that experienced intense ground shaking. Data for these three case histories is now included in an area of the liquefaction triggering database that was poorly populated and will help constrain the upper bound of future liquefaction triggering curves.
    publisherAmerican Society of Civil Engineers
    titleRetesting of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000406
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
    contenttypeFulltext
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