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Cyclic simple shear and triaxial tests on Lisbon Region liquefiable sands

Ramos, Catarina; Viana da Fonseca, António; Oblak, Ales; Coop, Matthew


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            <foaf:name>Faculty of Civil and Geodetic Engineering, University of Ljubljana, Ljubljana, Slovenia</foaf:name>
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    <dct:title>Cyclic simple shear and triaxial tests on Lisbon Region liquefiable sands</dct:title>
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    <dct:description>&lt;p&gt;The Lower Tagus River Valley area, in Lisbon, Portugal, has been studied for having&lt;br&gt; a high potential liquefaction risk, due to the geological and geomorphological settings and the&lt;br&gt; seismicity associated to the region. This study focuses on the comparison of the cyclic behaviour&lt;br&gt; of three sands collected on site, using two distinct laboratory procedures. Tests with different&lt;br&gt; values of Cyclic Stress Ratio were conducted in both cyclic simple shear and cyclic triaxial testing&lt;br&gt; apparatus to assess the CRR curves of each material in reconstituted conditions. The comparison&lt;br&gt; of the results highlights the main differences caused by distinct cyclic loading stress paths especially&lt;br&gt; in view of the results when inversion or rotation of the principal stresses are induced. The&lt;br&gt; tests also investigate the influence of the fines content and the cycling frequency in the number&lt;br&gt; of cycles required for liquefaction to occur, while discussing the criteria for limit/instability level.&lt;/p&gt;</dct:description>
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