<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Raymond B. Seed</dc:contributor>
  <dc:contributor>Armen Der Kiureghian</dc:contributor>
  <dc:contributor>Robert Kayen</dc:contributor>
  <dc:contributor>Robb E. S. Moss</dc:contributor>
  <dc:contributor>H. Tolga Bilge</dc:contributor>
  <dc:contributor>M. Ilgac</dc:contributor>
  <dc:contributor>S.M. Chowdhury</dc:contributor>
  <dc:contributor>Kohji Tokimatsu</dc:contributor>
  <dc:creator>K. Onder Cetin</dc:creator>
  <dc:date>2018</dc:date>
  <dc:description>&lt;p&gt;This study serves as an update to the Cetin et al. (2000, 2004) [1,2] databases and presents new liquefaction triggering curves. Compared with these studies from over a decade ago, the resulting new Standard Penetration Test (SPT)-based triggering curves have shifted to slightly higher CSR-levels for a given N1,60,CS for values of N1,60,CS greater than 15 blows/ft, but the correlation curves remain essentially unchanged at N1,60,CS values less than 15 blows/ft. This paper addresses the improved database and the methodologies used for the development of the updated triggering relationships. A companion paper addresses the principal issues that cause differences among three widely used SPT-based liquefaction triggering relationships.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1016/j.soildyn.2018.09.012</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>Elsevier</dc:publisher>
  <dc:title>SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>