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Publications by [Caulfield J.]

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Earthquakes subject tunnel linings to transient strains due to ground shaking, and can cause localized permanent strains in zones of fault rupture. These issues are discussed with respect to seismic analyses and design strategies. Most underground structures ...
Reference: 2012 NZSEE Conference
<p>A full dynamic analysis of the Bay Tunnel, considering the soil structure interactions, was performed to evaluate the performance of the tunnel final lining system during the design earthquake. This paper discusses the methods employed to perform the dynamic ...
Reference: Geotechnical Earthquake Engineering and Soil Dynamics (GEESD), GSP 181, 2008 ASCE