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Images for abandoned; more images...

Images, UC QuakeStudies

An abandoned cafe located in the Pavilion building on Cashel Street. A dead plant, magazines, and newspapers are laid out on the counter and the reflection of Les Mills Gym car park can be seen in the window.

Videos, UC QuakeStudies

A video about the Police Special Tactics Group using an abandoned house in the Christchurch residential red zone to train. The video includes an interview with Inspector Steve Mather, Special Tactics Group Commander, about the training exercise.

Images, UC QuakeStudies

Food cabinets in Man's Bakery and Cafe on Hereford Street. Food abandoned on 22 February 2011 can still be seen inside. The photographer comments, "It's a bit scary how fresh those biscuits still look - says something about the amount of preservatives we put in our food".

Images, UC QuakeStudies

Food cabinets in Man's Bakery and Cafe on Hereford Street. Food abandoned on 22 February 2011 can still be seen inside. The photographer comments, "It's a bit scary how fresh those biscuits still look - says something about the amount of preservatives we put in our food".

Images, UC QuakeStudies

An abandoned residential property at 32 Waygreen Avenue in New Brighton. The front of the section is overgrown with weeds and silt from liquefaction. One brick fence posts remain upright and two others have toppled onto the grass. The gutter has partly flooded.

Images, UC QuakeStudies

An abandoned residential property at 7 Seabreeze Close in Bexley. The section is overgrown with weeds making it difficult to see the house in the back section. The front section of the fence has been removed, and only two pillars remain standing.

Images, UC QuakeStudies

An abandoned residential property at 12 Seabreeze Close in Bexley. A damaged window has been boarded up around the side of the house and the front window has been vandalised with graffiti. The yard is covered with weeds and silt from liquefaction.

Images, UC QuakeStudies

An abandoned residential property at 28 Waygreen Avenue in New Brighton. The front of the section is covered with weeds and silt from liquefaction. Three broken chairs lie outside the front of the house. The front door is open. 'HM' has been spray-painted in green onto the front wall.

Images, UC QuakeStudies

An abandoned residential property at 4 Waireka Lane in Bexley. The driveway is covered with weeds and silt from liquefaction. One of the garage doors is twisted and the other has 'HM' spray-painted on it. The number four has been spray-painted on the brick wall under the window.

Images, UC QuakeStudies

A residential property in Bexley with an overgrown garden. A wheelbarrow has been abandoned in the garden, and the garage door is tagged with graffiti. Dried liquefaction silt still covers the ground. The photographer comments, "Today I took a drive around the residential area between Bexley and New Brighton. It was a stark reminder to be thankful for the situation we're in and perhaps not complain too much that our garden wall hasn't yet been rebuilt".

Audio, Radio New Zealand

Back in 2011, a slightly rusty three speed bike abandoned after the September earthquake on a demolition site in Christchurch caught the attention of John Smithies. He's 72, only slightly older than the bike, and he decided it would be just the bicycle to take on a epic, 2000 kilometre journey from Cape Reinga to Bluff. He started in September and expects to reach Bluff on Friday. He's making the epic journey in memory of his wife, Alison who died two years ago of a form of non-Hodgkin lymphoma. The ride down State Highway One is raising money for leukemia and blood cancer.

Research papers, University of Canterbury Library

In the period between September 2010 and December 2011, Christchurch was shaken by a series of strong earthquakes including the MW7.1 4 September 2010, Mw 6.2 22 February 2011, MW6.2 13 June 2011 and MW6.0 23 December 2011 earthquakes. These earthquakes produced very strong ground motions throughout the city and surrounding areas that resulted in soil liquefaction and lateral spreading causing substantial damage to buildings, infrastructure and the community. The stopbank network along the Kaiapoi and Avon River suffered extensive damage with repairs projected to take several years to complete. This presented an opportunity to undertake a case-study on a regional scale of the effects of liquefaction on a stopbank system. Ultimately, this information can be used to determine simple performance-based concepts that can be applied in practice to improve the resilience of river protection works. The research presented in this thesis draws from data collected following the 4th September 2010 and 22nd February 2011 earthquakes. The stopbank damage is categorised into seven key deformation modes that were interpreted from aerial photographs, consultant reports, damage photographs and site visits. Each deformation mode provides an assessment of the observed mechanism of failure behind liquefaction-induced stopbank damage and the factors that influence a particular style of deformation. The deformation modes have been used to create a severity classification for the whole stopbank system, being ‘no or low damage’ and ‘major or severe damage’, in order to discriminate the indicators and factors that contribute to ‘major to severe damage’ from the factors that contribute to all levels of damage a number of calculated, land damage, stopbank damage and geomorphological parameters were analysed and compared at 178 locations along the Kaiapoi and Avon River stopbank systems. A critical liquefiable layer was present at every location with relatively consistent geotechnical parameters (cone resistance (qc), soil behaviour type (Ic) and Factor of Safety (FoS)) across the study site. In 95% of the cases the critical layer occurred within two times the Height of the Free Face (HFF,). A statistical analysis of the geotechnical factors relating to the critical layer was undertaken in order to find correlations between specific deformation modes and geotechnical factors. It was found that each individual deformation mode involves a complex interplay of factors that are difficult to represent through correlative analysis. There was, however, sufficient data to derive the key factors that have affected the severity of deformation. It was concluded that stopbank damage is directly related to the presence of liquefaction in the ground materials beneath the stopbanks, but is not critical in determining the type or severity of damage, instead it is merely the triggering mechanism. Once liquefaction is triggered it is the gravity-induced deformation that causes the damage rather than the shaking duration. Lateral spreading and specifically the depositional setting was found to be the key aspect in determining the severity and type of deformation along the stopbank system. The presence or absence of abandoned or old river channels and point bar deposits was found to significantly influence the severity and type of deformation. A review of digital elevation models and old maps along the Kaiapoi River found that all of the ‘major to severe’ damage observed occurred within or directly adjacent to an abandoned river channel. Whilst a review of the geomorphology along the Avon River showed that every location within a point bar deposit suffered some form of damage, due to the depositional environment creating a deposit highly susceptible to liquefaction.