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Images, UC QuakeStudies

A digger demolishing the Ozone Dressing Sheds building. The photographer comments, "This is the end of the Ozone Dressing Sheds built in 1914. The two storey Ozone Cafe, which was a hotel, will be given it's coup de grace on Friday. They were gutted in a spectacular fire in 1922, but were unable to be saved after the Christchurch earthquake on 22 February 2011".

Images, UC QuakeStudies

Two diggers on top of a pile of rubble inside the partially demolished Ozone Dressing Sheds building. The photographer comments, "The Ozone must have suffered in the February earthquake more than people thought. They were starting to repaint it inside, but it looks like they must have run out of filler".

Images, UC QuakeStudies

A photograph of a member of the Wellington Emergency Management Office Emergency Response Team climbing a ladder up the back of a house on Gloucester Street. The ladder has been placed against the house so that the ERT members can enter the building through the open window. To the right a section of the house next door has collapsed and the bricks have spilled onto the shed below.

Images, eqnz.chch.2010

Tell me... Why This is the path I'll never tread These are the dreams I'll dream instead This is the joy that's seldom spread These are the tears... The tears we shed This is the fear This is the dread These are the contents of my head And these are the years that we have spent And this is what they represent And this is how I feel Do you know h...

Research papers, University of Canterbury Library

Surface rupture of the previously unrecognised Greendale Fault extended west-east for ~30 km across alluvial plains west of Christchurch, New Zealand, during the Mw 7.1 Darfield (Canterbury) earthquake of September 2010. Surface rupture displacement was predominantly dextral strike-slip, averaging ~2.5 m, with maxima of ~5 m. Vertical displacement was generally less than 0.75 m. The surface rupture deformation zone ranged in width from ~30 to 300 m, and comprised discrete shears, localised bulges and, primarily, horizontal dextral flexure. About a dozen buildings, mainly single-storey houses and farm sheds, were affected by surface rupture, but none collapsed, largely because most of the buildings were relatively flexible and resilient timber-framed structures and also because deformation was distributed over a relatively wide zone. There were, however, notable differences in the respective performances of the buildings. Houses with only lightly-reinforced concrete slab foundations suffered moderate to severe structural and non-structural damage. Three other buildings performed more favourably: one had a robust concrete slab foundation, another had a shallow-seated pile foundation that isolated ground deformation from the superstructure, and the third had a structural system that enabled the house to tilt and rotate as a rigid body. Roads, power lines, underground pipes, and fences were also deformed by surface fault rupture and suffered damage commensurate with the type of feature, its orientation to the fault, and the amount, sense and width of surface rupture deformation.