<?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>D. K. Keefer</dc:contributor>
  <dc:creator>R.W. Jibson</dc:creator>
  <dc:date>1993</dc:date>
  <dc:description>&lt;p&gt;By analyzing two landslides in the New Madrid seismic zone, we develop an approach for judging if a landslide or group of landslides of unknown origin was more likely to have formed as a result of earthquake shaking or in aseismic conditions. The two landslides analyzed are representative of two groups of land-slides that previous research on the geomorphology and regional distribution of landslides in this region indicates may have been triggered by the 1811-1812 New Madrid earthquakes. Slope-stability models of aseismic conditions show that neither landslide is likely to have formed aseismically even in unrealistically high ground-water conditions. Dynamic stability analysis using Newmark's method shows that both slides probably would have experienced large inertial displacements during earthquake shaking similar to that which occurred in 1811-1812; these displacements are large enough that catastrophic failure is highly probable. Thus, the stability analyses are consistent with other lines of evidence that these landslides formed as a result of strong earthquake shaking during the 1811-1812 earthquakes.&lt;/p&gt;&lt;p&gt;Our analysis yields a general relationship between Newmark landslide displacement, earthquake shaking intensity, and the critical acceleration of a landslide. Using this relationship, we estimate the minimum shaking intensities required to trigger the types of landslides studied: an&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;m&lt;sub&gt;b&lt;/sub&gt;&lt;/i&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;= 5.8 or M = 5.9 earthquake is the lower bound threshold at zero epicentral distance that could trigger catastrophic movement of typical block slides in the New Madrid seismic zone; for earth flows,&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;m&lt;sub&gt;b&lt;/sub&gt;&lt;/i&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;= 5.4 or M = 5.3 is the threshold earthquake.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1130/0016-7606(1993)105&lt;0521:AOTSOO&gt;2.3.CO;2</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>Geological Society of America</dc:publisher>
  <dc:title>Analysis of the seismic origin of landslides: Examples from the New Madrid seismic zone</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>