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Images, Canterbury Museum

One section of power cable with cut ends, covered in rubber and black electrical tape; two smaller cables branching off the main section; damaged and twisted in the 22 February 2011 earthquake. One of the most noticeable effects of the earthquakes in Canterbury was the loss of basic infrastructure such as power, water and sewerage. The earthqu...

Images, Canterbury Museum

One landscape colour digital photograph taken on 28 April 2012 looking south from Cunningham Terrace, Lyttelton. The foreground of the photograph shows a blue temporary water supply pipe and markings spray painted on the footpath in preparation for repair work. The fence has a home made sign painted with the Fulton Hogan (FH) logo satirized to ...

Images, UC QuakeStudies

Emergency personnel searching for people trapped in the collapsed Canterbury Television Building on Madras Street. On the right, a man is using a sheet of corrugated plastic to slide pieces of debris off the building. Smoke is billowing from the remains of the building and a jet of water can be seen in the background, attempting to extinguish the fire.

Images, UC QuakeStudies

A member of the New Zealand Fire Service in a cherry picker spraying water at the fire burning in the collapsed Canterbury Television Building. Smoke is billowing out of the intact section of the building. Below, emergency personnel are searching the rubble for trapped people. A piece of corrugated plastic is being used to slide pieces of debris off the site.

Audio, Radio New Zealand

Sixteen-year-old Sam Mackwell and his mates from St Thomas of Canterbury College have created a device that uses boiling water to charge cellphones, power a light and run a radio. They came up with the idea for the small generator after the first earthquake in Canterbury in September when electricity supplies were cut to much of the city. They call the device"The Lion"and hope to sell it in retail stores soon.

Images, UC QuakeStudies

An image from a Army News March 2011 photo compilation titled, "All in a Days Work". The image is captioned, "Army Driver Section Commander 3 Transport CPL Andrew Eddington and Driver PTE Shay Heketa delivered chemical toilets to Eastern suburbs which were without water and power for over 10 days".

Images, UC QuakeStudies

Emergency personnel searching for people trapped in the collapsed Canterbury Television Building on Madras Street. On the right, a man is using a sheet of corrugated plastic to slide pieces of debris off the building. Smoke is billowing from the remains of the building and a jet of water can be seen in the background, attempting to extinguish the fire.

Images, UC QuakeStudies

A photograph captioned by BeckerFraserPhotos, "A residential property on Waygreen Avenue in New Brighton. A note reads, 'Don't bother digging! Thanks anyway'. This family moved out after the February earthquakes, due to damage from liquefaction. The stone made the house heavy so it sank and suffered from silt and water creating mould and other problems inside the house".

Videos, UC QuakeStudies

A video of a presentation by Dr Craig Davis of the Los Angeles Department of Water and Power on "Learning and planning collaboration on 'Earthquake-Flood Multi-Hazard Impact on Lifelines' and 'Resilience Measures and Strategies'". The presentation was delivered at the Learning from Lifeline Week and Planning Collaborations forum as part of the University of Canterbury's Lifeline Week.

Images, UC QuakeStudies

An image used as a profile picture on the All Right? Facebook page. The image reads, "Ki te kore, nga putake, e makukungia, e kore e rakau, e tupu. If the roots of the tree are not watered, the tree will never grow." All Right? posted the image on their Facebook page on 24 July 2015 at 12:20pm.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Aftermath of the earthquake in Christchurch where the cleanup has begun. Shoreham Courts, City Council owned flats on Admirals Way in New Brighton are an island of isolation with no water or sewerage although all around them have. Lorraine Burrows, centre left, her son, Jamie, 8, left, Charllisa Sutton-Taylor and Oceana Rawiri at right".

Images, UC QuakeStudies

A photograph of a house on Glenarm Terrace in Dallington. The chimney fell off the roof during the September earthquake and the bricks are still lying on the ground. A tarpaulin has been placed over the top of the hole to prevent water damage inside the house. Ironically, it has been weighed down with bricks.

Images, UC QuakeStudies

A photograph of a house on Glenarm Terrace in Dallington. The chimney fell off the roof during the September earthquake and the bricks are still lying on the ground. A tarpaulin has been placed over the top of the hole to prevent water damage inside the house. Ironically, it has been weighed down with bricks.

Images, UC QuakeStudies

A photograph of a house on Glenarm Terrace in Dallington. The chimney fell off the roof during the September earthquake and the bricks are still lying on the ground. A tarpaulin has been placed over the top of the hole to prevent water damage inside the house. Ironically, it has been weighed down with bricks.

Images, UC QuakeStudies

Photograph captioned by BeckerFraserPhotos, "Horseshoe Lake area of Burwood has that name because a loop of the Avon River encircled it in a horseshoe shape. There used to be an attractive walk alongside the loop of the River. Much of the path is now under water as the land level has subsided as a result of the earthquakes".

Images, UC QuakeStudies

An image from a Army News March 2011 article titled, "Transport". The image shows Mr Coril, a resident from one of Christchurch's eastern suburbs, filing out paperwork for a member of the New Zealand Army. Mr Coril is receiving a chemical toilet. His suburb has been without water and power for over ten days.

Images, UC QuakeStudies

A photograph of a house on Glenarm Terrace in Dallington. The chimney fell off the roof during the September earthquake and the bricks are still lying on the ground. A tarpaulin has been placed over the top of the hole to prevent water damage inside the house. Ironically, it has been weighed down with bricks.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "The Brooklands area is having a street party to lift their spirits as their area is a mess after the September 4 M7.1 earthquake. The Wichman family enjoy the Brookland festivities from on top a water pipe that was thrust from the ground during the earthquake. Dallas (F), Claire (M), Charlie, 2, and Theo, nine months".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "The Brooklands area is having a street party to lift their spirits as their area is a mess after the September 4 M7.1 earthquake. The Wichman family enjoy the Brookland festivities from on top a water pipe that was thrust from the ground during the earthquake. Dallas (F), Claire (M), Charlie, 2, and Theo, nine months".

Images, Canterbury Museum

One landscape colour digital photograph taken on 6 September 2010 showing liquefaction in Hagley Park. Liquefaction is the name of the process where water pushes sand and silt above ground. These puddles of sand and silt are left above ground. Liquefaction caused huge problems when it occurred in residential suburbs as was as likely to push thr...

Research papers, University of Canterbury Library

A series of undrained cyclic direct simple shear (DSS) tests on specimens of sandy silty soils are used to evaluate the effects of fines content, fabric and layered structure on the liquefaction response of sandy soils containing non-plastic fines. Test soils originate from shallow deposits in Christchurch, New Zealand, where severe and damaging manifestations of liquefaction occurred during the 2010-2011 Canterbury earthquakes. A procedure for reconstituting specimens by water sedimentation is employed. This specimen preparation technique involves first pluviation of soil through a water column, and then application of gentle vibrations to the mould (tapping) to prepare specimens with different initial densities. This procedure is applied to prepare uniform specimens, and layered specimens with a silt layer atop a sand layer. Cyclic DSS tests are performed on water-sedimented specimens of two sands, a silt, and sand-silt mixtures with different fines contents. Through this testing program, effects of density, time of vibration during preparation, fines content, and layered structure on cyclic behaviour and liquefaction resistance are investigated. Additional information necessary to characterise soil behaviour is provided by particle size distribution analyses, index void ratio testing, and Scanning Electronic Microscope imaging. The results of cyclic DSS tests show that, for all tested soils, specimens vibrated for longer period of time have lower void ratios, higher relative density, and greater liquefaction resistance. One of the tested sands undergoes significant increase in relative density and liquefaction resistance following prolonged vibration. The other sand exhibits lower increase in relative density and in liquefaction resistance when vibrated for the same period of time. Liquefaction resistance of sand-silt mixtures prepared using this latter sand shows a correlation with relative density irrespective of fines content. In general, however, magnitudes of changes in liquefaction resistance for given variations in vibration time, relative density, or void ratio vary depending on soils under consideration. Characterization based on maximum and minimum void ratios indicates that tested soils develop different structures as fines are added to their respective host sands. These structures influence initial specimen density, strains during consolidation, cyclic liquefaction resistance, and undrained cyclic response of each soil. The different structures are the outcome of differences in particle size distributions, average particle sizes, and particle shapes of the two host sands and of the different relationships between these properties and those of the silt. Fines content alone does not provide an effective characterization of the effects of these factors. Monotonic DSS tests are also performed on specimens prepared by water sedimentation, and on specimens prepared by moist tamping, to identify the critical state lines of tested soils. These critical state lines provide the basis for an alternative interpretation of cyclic DSS tests results within the critical state framework. It is shown that test results imply general consistency between observed cyclic and monotonic DSS soil response. The effects of specimen layering are scrutinised by comparing DSS test results for uniform and layered specimens of the same soils. In this case, only a limited number of tests is performed, and the range of densities considered for the layered specimens is also limited. Caution is therefore required in interpretation of their results. The liquefaction resistance of layered specimens appears to be influenced by the bottom sand layer, irrespective of the global fines content of the specimen. The presence of a layered structure does not result in significant differences in terms of liquefaction response with respect to uniform sand specimens. Cyclic triaxial data for Christchurch sandy silty soils available from previous studies are used to comparatively examine the behaviour observed in the tests of this study. The cyclic DSS liquefaction resistance of water-sedimented specimens is consistent with cyclic triaxial tests on undisturbed specimens performed by other investigators. The two data sets result in similar liquefaction triggering relationships for these soils. However, stress-strain response characteristics for the two types of specimens are different, and undisturbed triaxial specimen exhibit a slower rate of increase in shear strains compared to water-sedimented DSS specimens. This could be due to the greater influence of fabric of the undisturbed specimens.