Ceiling damage inside the Starbucks in Cashel Mall.
A photograph of a damaged building in Lyttelton.
A photograph of a damaged building in Lyttelton.
Photograph captioned by Fairfax, "Earthquake damage in Christchurch".
A photograph of the damaged Medway Street Bridge.
A photograph damage to St John's Church, Lyttelton.
A photograph damage to St John's Church, Lyttelton.
Photograph captioned by Fairfax, "Earthquake damage and liquefaction".
A photograph of damaged buildings on London Street.
Damage in the courtyard garden of Piko Wholefoods.
Damage to a brick chimney in St Albans.
Damage to a brick fence on Bealey Avenue.
A photograph of damaged buildings on Manchester Street.
Egyptian and Ethiopian families attend the damaged church
An entry from Deb Robertson's blog for 24 September 2015 entitled, "Sociology of the City {Part 4(4) Sociology 355}".The entry was downloaded on 2 November 2016.
The 22 February 2011, Mw6.2 Christchurch earthquake is the most costly earthquake to affect New Zealand, causing an estimated 181 fatalities and severely damaging thousands of residential and commercial buildings. This paper presents a summary of some of the observations made by the NSF-sponsored GEER Team regarding the geotechnical/geologic aspects of this earthquake. The Team focused on documenting the occurrence and severity of liquefaction and lateral spreading, performance of building and bridge foundations, buried pipelines and levees, and significant rockfalls and landslides. Liquefaction was pervasive and caused extensive damage to residential properties, water and wastewater networks, high-rise buildings, and bridges. Entire neighborhoods subsided, resulting in flooding that caused further damage. Additionally, liquefaction and lateral spreading resulted in damage to bridges and to stretches of levees along the Waimakariri and Kaiapoi Rivers. Rockfalls and landslides in the Port Hills damaged several homes and caused several fatalities.
The progressive damage and subsequent demolition of unreinforced masonry (URM) buildings arising from the Canterbury earthquake sequence is reported. A dataset was compiled of all URM buildings located within the Christchurch CBD, including information on location, building characteristics, and damage levels after each major earthquake in this sequence. A general description of the overall damage and the hazard to both building occupants and to nearby pedestrians due to debris falling from URM buildings is presented with several case study buildings used to describe the accumulation of damage over the earthquake sequence. The benefit of seismic improvement techniques that had been installed to URM buildings is shown by the reduced damage ratios reported for increased levels of retrofit. Demolition statistics for URM buildings in the Christchurch CBD are also reported and discussed. VoR - Version of Record
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