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Images for fabric; more images...

Images, UC QuakeStudies

A photograph of a detail of one of the large-scale puppets created by Free Theatre Christchurch for Canterbury Tales. A toothbrush, toothpaste, and other household items are held in pockets, sewn onto netting fabric. Canterbury Tales was the main event of FESTA 2013.

Images, UC QuakeStudies

A photograph of a detail of one of the large-scale puppets created by Free Theatre Christchurch for Canterbury Tales. A fork, spoon, lighter, and other household items are held in pockets, sewn onto netting fabric. Canterbury Tales was the main event of FESTA 2013.

Images, UC QuakeStudies

A photograph of Jenny Cooper positioning paper mosaic designs on Crack'd for Christchurch's armchair artwork.Crack'd for Christchurch comments, "January 2014. Jenny Cooper begins the design of the chair 'fabric'. The chair has to be finished by September."

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.

Images, Canterbury Museum

One cream-coloured jute shoulder bag made for the participants in the TEDxEQChCh event held on 21 May 2011 with the theme 'The Re-Imagination of Christchurch'; decorative brown stitching and a brown fabric strip runs across the front flap which lifts up from its Velcro attachment to reveal the inside pocket; on the front of the inside pocket is ...

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch CBD was 'yarn-bombed' during the weekend using yarn and fabric pieces to brighten public areas and earthquake-affected spaces. Visitor Ann Rees and her husband Bernard from South Wales said when looking at the yarn-bombed busts at the Arts Centre that it didn't appear like the work of vandals, but looked quite homely and warm".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch CBD was 'yarn-bombed' during the weekend using yarn and fabric pieces to brighten public areas and earthquake-affected spaces. Visitor Ann Rees and her husband Bernard from South Wales said when looking at the yarn-bombed busts at the Arts Centre that it didn't appear like the work of vandals, but looked quite homely and warm".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch CBD was 'yarn-bombed' during the weekend using yarn and fabric pieces to brighten public areas and earthquake-affected spaces. Visitor Ann Rees and her husband Bernard from South Wales said when looking at the yarn-bombed busts at the Arts Centre that it didn't appear like the work of vandals, but looked quite homely and warm".

Images, UC QuakeStudies

A photograph of a Pacific print on fabric. The photograph was taken at the second annual Out of the Heart Pacific Women's Leadership Conference, held at Riccarton Racecourse on 21 May 2016. The conference was sponsored by All Right? and featured posters from the All Right? I am ... Identity project.

Images, Canterbury Museum

One cream and brown fabric 'Heart for Christchurch' decorated with lace and seven embellishments with a velvet cord loop at the top centre so the item can be displayed. Maker's name - Evie Harris / Napier - on reverse. Made for the people of Christchurch following the 22 February earthquake. This ‘Heart for Christchurch’ was made by Evie Harris...

Images, Canterbury Museum

One yellow faux fur duck with polar fleece fabric bill and feet; black embroidered eyes and yellow satin ribbon around neck; stuffed with Dacron and beans. Tied to the security fence surrounding the Dux de Lux restaurant and bar following its closure after the 22 February 2011 earthquake. The Dux de Lux, on the corner of Hereford and Montreal S...

Images, Canterbury Museum

One black, red and white plastic-backed fabric uniform badge commemorating the 22 February 2011 earthquake; the words 'Christchurch 6.3 Quake' are embroidered in red along the top along with '22-2-2011' and '12.51pm'; Along the bottom are the words 'In Memory'; In the centre is a map of New Zealand in green with a red embroidered star over Cante...

Images, Canterbury Museum

One multi-coloured polka dot heart on a denim backing; attached by the same fabric are 128 messages written on card by visitors to the design store Hapa located in the Re:START Mall in Cashel Street. The heart was produced for Hapa by Christchurch based clothing label MisteR. The denim is looped over a dowel rod for hanging. This large multicol...

Images, Canterbury Museum

One cream, white and red fabric 'Heart for Christchurch' with white polka dots on red background on reverse; the front is decorated with the word 'Hope' and a bird in red stitching along with two red ribbon bows and a 'made with love' metal embellishment at the centre bottom; a red ribbon loop with a wooden button at the top centre is attached s...

Research papers, University of Canterbury Library

Earthquake-triggered soil liquefaction caused extensive damage and heavy economic losses in Christchurch during the 2010-2011 Canterbury earthquakes. The most severe manifestations of liquefaction were associated with the presence of natural deposits of clean sands and silty sands of fluvial origin. However, liquefaction resistance of fines-containing sands is commonly inferred from empirical relationships based on clean sands (i.e. sands with less than 5% fines). Hence, existing evaluation methods have poor accuracy when applied to silty sands. Also, existing methods do not quantify appropriately the influence on liquefaction resistance of soil fabric and structure, which are unique to a specific depositional environment. This study looks at the influence of fines content, soil fabric (i.e. arrangement of soil particles) and structure (e.g. layering, segregation) on the undrained cyclic behaviour and liquefaction resistance of fines-containing sandy soils from Christchurch using Direct Simple Shear (DSS) tests on soil specimens reconstituted in the laboratory with the water sedimentation technique. The poster describes experimental procedures and presents early test results on two sands retrieved at two different sites in Christchurch.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch CBD was 'yarn-bombed' during the weekend using yarn and fabric pieces to brighten public areas and earthquake-affected spaces. Visitor Ann Rees and her husband Bernard from South Wales said when looking at the yarn-bombed busts at the Arts Centre (from left: Diana Isaac, Elisie Locke, Charles Luney and Margaret Mahy) that it didn't appear like the work of vandals, but looked quite homely and warm".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Christchurch CBD was 'yarn-bombed' during the weekend using yarn and fabric pieces to brighten public areas and earthquake-affected spaces. Visitor Ann Rees and her husband Bernard from South Wales said when looking at the yarn-bombed busts at the Arts Centre (from left: Diana Isaac, Elisie Locke, Charles Luney and Margaret Mahy) that it didn't appear like the work of vandals, but looked quite homely and warm".

Videos, UC QuakeStudies

A video about businesses in the Christchurch central city Red Zone. The Red Zone has now been renamed the Rebuild Zone. The video shows businesses which have remained untouched since the 22 February 2011 earthquake, including the Camelot Hotel and the i-SITE visitor centre in Cathedral Square, Subway on High Street, Jeans West on High Street, Time Zone on Colombo Street, Comics Compulsion on Manchester Street, Mortgage Solutions mortgage brokers on the corner of Hereford and Manchester Streets, Pocha Bar and Restaurant off Lichfield Street, and a fabric store on Lichfield Street.