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Retesting of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake
Authors:R E S Moss  R E Kayen  L-Y Tong  S-Y Liu  G-J Cai  J Wu
Affiliation:1Assistant Professor, California Polytechnic State Univ., San Luis Obispo, CA 93401 (corresponding author). E-mail: rmoss@calpoly.edu
2Research Civil Engineer, United States Geological Survey, Menlo Park, CA 94025.
3Associate Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China 210096.
4Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China 210096.
5Assistant Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu, China 210096.
6Senior Project Engineer, URS Corporation, Oakland, CA 94612.
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.
Keywords:Soil liquefaction  Failures  Case studies  History  Earthquakes  China  
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