The Canterbury Time Capsule 2010 Booklet explaining the project.
The 2010 Canterbury time capsule chimney box which will record Canterbury earthquake memories.
The 2010 Canterbury time capsule chimney box which will record Canterbury earthquake memories.
A photograph of the John Robert Godley statue on display in the Canterbury Quakes exhibition at the Canterbury Museum. The statue fell off its plinth in Cathedral Square during the 22 February 2011 earthquake, exposing two time capsules.
A document produced by SPCA Canterbury describing their experiences after the 4 September 2010 earthquake.
Liquefaction-induced lateral spreading during earthquakes poses a significant hazard to the built environment, as observed in Christchurch during the 2010 to 2011 Canterbury Earthquake Sequence (CES). It is critical that geotechnical earthquake engineers are able to adequately predict both the spatial extent of lateral spreads and magnitudes of associated ground movements for design purposes. Published empirical and semi-empirical models for predicting lateral spread displacements have been shown to vary by a factor of <0.5 to >2 from those measured in parts of Christchurch during CES. Comprehensive post- CES lateral spreading studies have clearly indicated that the spatial distribution of the horizontal displacements and extent of lateral spreading along the Avon River in eastern Christchurch were strongly influenced by geologic, stratigraphic and topographic features.
In 2010 and 2011 a series of earthquakes hit the central region of Canterbury, New Zealand, triggering widespread and damaging liquefaction in the area of Christchurch. Liquefaction occurred in natural clean sand deposits, but also in silty (fines-containing) sand deposits of fluvial origin. Comprehensive research efforts have been subsequently undertaken to identify key factors that influenced liquefaction triggering and severity of its manifestation. This research aims at evaluating the effects of fines content, fabric and layered structure on the cyclic undrained response of silty soils from Christchurch using Direct Simple Shear (DSS) tests. This poster outlines preliminary calibration and verification DSS tests performed on a clean sand to ensure reliability of testing procedures before these are applied to Christchurch soils.
An army truck in Avonside after the September 4th earthquake.
A copy of the award application for the Canterbury Heritage Awards 2016.
A photograph of a staff briefing at SPCA Canterbury after the 22 February 2011 earthquake.
A photograph of members of the SPCA preparing cats for relocation after the 22 February 2011 earthquake.
A photograph of a staff briefing at SPCA Canterbury after the 22 February 2011 earthquake.
A page banner for a feature titled, "The Canterbury Quake: One year on".
Cracks on the road in Avonside after the September 4th earthquake.
Liquefaction in the drains in Avonside after the September 4th earthquake.
Cracks across the road in Avonside after the September 4th earthquake.
Cracks across the road in Avonside after the September 4th earthquake.
Water surging out of a drain after the September 4th earthquake.
A lopsided powerline pole in Avonside after the September 4th earthquake.
Cracks along the ground in Kaiapoi, after the September 4th earthquake.
Cracks in a road in Kaiapoi, after the September 4th earthquake.
None
Damage to the Baptist Church on Oxford Terrace. Cracks in the roof facade.
Large cracks along the ground in Kaiapoi, after the September 4th earthquake.
Damage to the Baptist Church on Oxford Terrace. Cracks in the roof facade.
Large cracks in the ground in Kaiapoi, after the September 4th earthquake.
Large cracks in the ground in Kaiapoi, after the September 4th earthquake.
Large cracks along the ground in Kaiapoi, after the September 4th earthquake.
Large cracks along the ground in Kaiapoi, after the September 4th earthquake.
Large cracks along the ground in Kaiapoi, after the September 4th earthquake.