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Articles, UC QuakeStudies

A plan which proactively addresses the risk of fraud and lays out the actions that SCIRT will take when any suspected fraud is reported or discovered. The first version of this plan was produced on 12 February 2014.

Articles, UC QuakeStudies

A plan which outlines the function, roles and responsibilities of SCIRT during an emergency event affecting SCIRT construction works. The first version of this plan was produced on 30 April 2012. Note that personal details of key personnel have been removed from this document.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office Emergency Response Team in Latimer Square. There are members of other emergency management teams in the background including the Tauranga Response Team, the Taupo Response Team, and the New South Wales USAR team.

Images, UC QuakeStudies

A photograph of members of the Wellington Emergency Management Office Emergency Response Team and the New Zealand Police standing on the corner of Worcester and Barbadoes Streets. In the background several emergency response vehicles are parked on the street.

Audio, Radio New Zealand

As we approach the tenth anniversary of the Christchurch earthquake there are renewed calls for an inquiry into how Southern Response dealt with Canterbury earthquake claimants. Last year the government set up a support package for those who were short changed by Southern Response for their earthquake repairs. It came after a landmark High Court case found Southern Response misled and deceived Karl and Alison Dodds. Insurance claimants advocate, Ali Jones, says ten years on, lessons haven't been learned from how people were treated by Southern Response. She told RNZ reporter Sally Murphy that dealing with them is hell.

Research papers, University of Canterbury Library

Results from a series of 1D seismic effective stress analyses of natural soil deposits from Christchurch are summarized. The analysed soil columns include sites whose performance during the 2010-2011 Canterbury earthquakes varied significantly, from no liquefaction manifestation at the ground surface to very severe liquefaction, in which case a large area of the site was covered by thick soil ejecta. Key soil profile characteristics and response mechanisms affecting the severity of surface liquefaction manifestation and subsequent damage are explored. The influence of shaking intensity on the triggering and contribution of these mechanisms is also discussed. Careful examination of the results highlights the importance of considering the deposit as a whole, i.e. a system of layers, including interactions between layers in the dynamic response and through pore water pressure redistribution and water flow.