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Videos, UC QuakeStudies

Part seven of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part two of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part six of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part five of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part four of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part three of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Videos, UC QuakeStudies

Part one of a video series about the first stage of the Tonkin & Taylor Geotechnical Land Damage Assessment and Reinstatement Report. The report was prepared for the Earthquake Commission after the 4 September 2010 earthquake.

Images, UC QuakeStudies

Workers operate a drilling rig, sampling soil as part of EQC's geotechnical investigation of TC3 land. The photographer comments, "The work of getting 'soil' samples from all the areas marked as green/blue zones in Christchurch. These areas may be susceptible to liquefaction if a major earthquake occurs. The soil samples were a failure as all they found was sand".

Images, UC QuakeStudies

Misko Cubrinovski, Civil Engineer, photographed with liquefaction and lateral spreading on Oxford Terrace. Misko's area is geotechnical earthquake engineering and foundation engineering, and he will feature in a UC in the News pull out supplement inThe Press.

Images, UC QuakeStudies

Workers operate a drilling rig inside a Terra Probe truck, which has been raised on jacks to make it stable. The photographer comments, "Another completely different company testing what is below the surface to determine what type of foundations new houses will need. This is in one the blue/green area of earthquake shaken Christchurch. Strangely this is 3 metres away from where the other testing was done".

Articles, UC QuakeStudies

The Christchurch liquefaction study was initiated to better determine liquefaction susceptibility in Christchurch city. It aimed to improve on earlier liquefaction susceptibility maps, which were based on soil type and distribution, by incorporating soil strength data into liquefaction analysis. This stage of the study included collating available geological and geotechnical data from Environment Canterbury and Christchurch City Council into a database, modelling liquefaction hazard and ground damage and presenting these as maps. The report contains many recommendations, which were taken up in subsequent stages of the study. (Note that the results of Stage 1 of the Christchurch liquefaction study were provided to Environment Canterbury as a letter rather than a report. This was a summary of work completed to 30 June 2001, including a review of geological and geotechnical data available within Environment Canterbury and Christchurch City Council records.) See Object Overview for background and usage information.