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Images, UC QuakeStudies

Damage to a residential property on Hood Avenue in Pines Beach, after the September 4th earthquake. The house is on a lean due to liquefaction.

Images, UC QuakeStudies

A truck laying gravel on the corner of Avonside Drive and Retreat Road, with road cones and "Road Closed" sign, after the September 4th earthquake.

Research papers, The University of Auckland Library

Following the 2010/2011 Canterbury, New Zealand earthquakes, a detailed door-to-door survey was conducted in the Christchurch region to establish the earthquake performance of lightweight timber-framed residential dwellings with a masonry veneer external cladding system. The post-earthquake survey involved documenting the condition of dwellings in areas that had experienced different levels of earthquake shaking, allowing comparison between the performance of different veneer systems and different shaking intensities. In total, just fewer than 1,100 residential dwellings were inspected throughout the wider Christchurch area. The survey included parameters such as level of veneer damage, type of veneer damage, observed crack widths, and level of repair required. It is concluded that based on observed earthquake performance at the shaking intensities matching or exceeding ultimate limit state loading, the post-1996 veneer fixing details performed satisfactorily and continued use of the detail is recommended without further modification. AM - Accepted Manuscript

Images, eqnz.chch.2010

The magnitude 7.1 Christchurch earthquake broke off an enormous chunk of Castle Rock in the Port Hills which has tumbled down towards the Lyttelton tunnel. View from Morgan's Valley (-43.578037° 172.714828°).

Images, UC QuakeStudies

NO GO" spray painted on a twisted bridge in Avonside, and cones on the other side, warning people not to cross, after the September 4th earthquake.