A photograph of the earthquake damage to the Christ Church Cathedral.
Demolition of Robertson's Bakery building, Victoria Street, Christchurch. The Chandelier rescue ... Walking into work I saw the building I always wanted to buy (and run as a bookshop, perfumery, shoe shop) - the old Robertson's Bakery getting demolished. But the bigass digger gently reached into the wreckage and saved this chandelier, bringing...
An entry from Jennifer Middendorf's blog for 30 August 2014 entitled, "A photographic tour of Christchurch".
A photograph of the earthquake damage to a letter box on a residential property in Christchurch.
Tour bus on Cambridge Terrace. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-042 From the collection of Christchurch City Libraries.
A pdf copy of a PowerPoint presentation made for the Water Services Association of Australia conference, about SCIRT's approach to asset investigation after the Canterbury earthquakes of 2010 and 2011.
A photograph of a house in Christchurch. There is earthquake damage to the roof on the right.
A photograph of the first page of a copy of a Level 1 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the second page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the third page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
A photograph of the first page of a copy of a Level 2 Rapid Assessment Form. The form was used by the Civil Defence to document the earthquake damage to buildings in central Christchurch after the 22 February 2011 earthquake.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-016 From the collection of Christchurch City Libraries.
File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-022 From the collection of Christchurch City Libraries.
Badly damaged in both the September and February quakes and over 6000 aftershocks the Point Pleasant yacht club had started to sink into the Avon estuary before being demolished in July 2011 after the June 6.3 earthquake
Blossom coming out by the Worcester Street bridge. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-041 From the collection of Christchurch City Libraries.
Our City building extensively propped up. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-040 From the collection of Christchurch City Libraries.
Damaged house on the cliff on the road to Sumner, Christchurch. File reference: CCL-2012-05-12-Around-Sumner-May-2012 DSC_019.JPG From the collection of Christchurch City Libraries.
A photograph of Colombo Street taken through a car window. In the distance is the earthquake-damaged tower of ChristChurch Cathedral.
A photograph of piles of bricks from earthquake-damaged buildings along the side of a road in Christchurch.
Demolition crane near the Bridge of Remembrance. File reference: CCL-2011-08-12-CanterburyPublic Library pre-demolition-043 From the collection of Christchurch City Libraries.
Canterbury Public Library viewed from near the Bridge of Rememberance,
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled6.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled7.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled8.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled3.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled2.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled5.bmp From the collection of Christchurch City Libraries.
Removal of the earthquake damaged footbridge over the Avon at Medway Street. Tuesday 12 February 2013. File reference: CCL-2013 -02-12-untitled4.bmp From the collection of Christchurch City Libraries.
This thesis presents an assessment of historic seismic performance of the New Zealand stopbank network from the 1968 Inangahua earthquake through to the 2016 Kaikōura earthquake. An overview of the types of stopbanks and the main aspects of the design and construction of earthen stopbanks was presented. Stopbanks are structures that are widely used on the banks of rivers and other water bodies to protect against the impact of flood events. Earthen stopbanks are found to be the most used for such protection measures. Different stopbank damage or failure modes that may occur due to flooding or earthquake excitation were assessed with a focus on past earthquakes internationally, and examples of these damage and failure modes were presented. Stopbank damage and assessment reports were collated from available reconnaissance literature to develop the first geospatial database of stopbank damage observed in past earthquakes in New Zealand. Damage was observed in four earthquakes over the past 50 years, with a number of earthquakes resulting in no stopbank damage. The damage database therefore focussed on the Edgecumbe, Darfield, Christchurch and Kaikōura earthquakes. Cracking of the crest and liquefaction-induced settlement were the most common forms of damage observed. To understand the seismic demand on the stopbank network in past earthquakes, geospatial analyses were undertaken to approximate the peak ground acceleration (PGA) across the stopbank network for ten large earthquakes that have occurred in New Zealand over the past 50 years. The relationship between the demand, represented by the peak ground acceleration (PGA) and damage is discussed and key trends identified. Comparison of the seismic demand and the distribution of damage suggested that the seismic performance of the New Zealand stopbank network has been generally good across all events considered. Although a significant length of the stopbank networks were exposed to high levels of shaking in past events, the overall damage length was a small percentage of this. The key aspect controlling performance was the performance of the underlying foundation soils and the effect of this on the stopbank structure and stability.