Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation
Author(s): |
Christopher R. McGann
Pedro Arduino |
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Medium: | journal article |
Language(s): | English |
Published in: | Soil Dynamics and Earthquake Engineering, December 2015, v. 79 |
Page(s): | 379-390 |
DOI: | 10.1016/j.soildyn.2015.04.024 |
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data sheet - Reference-ID
10320670 - Published on:
22/07/2019 - Last updated on:
22/07/2019