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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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