Masonry that has fallen from St John the Baptist Church in Latimer Square piled on a pallet in front of the church. Cracks can be seen in the building's foundations.
The Mw 6.2 February 22nd 2011 Christchurch earthquake (and others in the 2010-2011 Canterbury sequence) provided a unique opportunity to study the devastating effects of earthquakes first-hand and learn from them for future engineering applications. All major events in the Canterbury earthquake sequence caused widespread liquefaction throughout Christchurch’s eastern suburbs, particularly extensive and severe during the February 22nd event. Along large stretches of the Avon River banks (and to a lesser extent along the Heathcote) significant lateral spreading occurred, affecting bridges and the infrastructure they support. The first stage of this research involved conducting detailed field reconnaissance to document liquefaction and lateral spreading-induced damage to several case study bridges along the Avon River. The case study bridges cover a range of ages and construction types but all are reinforced concrete structures which have relatively short, stiff decks. These factors combined led to a characteristic deformation mechanism involving deck-pinning and abutment back-rotation with consequent damage to the abutment piles and slumping of the approaches. The second stage of the research involved using pseudo-static analysis, a simplified seismic modelling tool, to analyse two of the bridges. An advantage of pseudo-static analysis over more complicated modelling methods is that it uses conventional geotechnical data in its inputs, such as SPT blowcount and CPT cone resistance and local friction. Pseudo-static analysis can also be applied without excessive computational power or specialised knowledge, yet it has been shown to capture the basic mechanisms of pile behaviour. Single pile and whole bridge models were constructed for each bridge, and both cyclic and lateral spreading phases of loading were investigated. Parametric studies were carried out which varied the values of key parameters to identify their influence on pile response, and computed displacements and damages were compared with observations made in the field. It was shown that pseudo-static analysis was able to capture the characteristic damage mechanisms observed in the field, however the treatment of key parameters affecting pile response is of primary importance. Recommendations were made concerning the treatment of these governing parameters controlling pile response. In this way the future application of pseudo-static analysis as a tool for analysing and designing bridge pile foundations in liquefying and laterally spreading soils is enhanced.
A crane driving piles in for the foundations of the new New World supermarket in Kaiapoi. The old New World was demolished after being damaged in the 4 September 2010 earthquake.
A crane driving piles in for the foundations of the new New World supermarket in Kaiapoi. The old New World was demolished after being damaged in the 4 September 2010 earthquake.
A crane driving piles in for the foundations of the new New World supermarket in Kaiapoi. The old New World was demolished after being damaged in the 4 September 2010 earthquake.
Damage to a house in Richmond. The foundation is cracked, and a gap is visible between the foundation and the house. The photographer comments, "A bike ride around the CBD. Broken foundations, River Rd".
A red-stickered house with cracks running down the brick wall. The house has also separated slightly from the foundations and is now on a lean. The brick wall on the house next door has partially crumbled.
A view looking south along towards the Antigua Street foot bridge. The bridge has been blocked off with cones and security tape. On the far bank, large cracks are visible in the bridge's foundations.
Relates to the three new categories for residential foundation design that have been developed and will be required for repairing and rebuilding homes in Canterbury following the earthquakes of 2010 and 2011. The 'zones' referred to in the cartoon are the colours designated to different degrees of damage to particular areas or buildings in Christchurch after the earthquakes. Quantity: 1 digital cartoon(s).
A empty site in Bexley where a house once stood. The foundations for the house can still be seen. A sign reading, 'Danger construction site' hangs on the security fence that surrounds the area.
A photograph of holes in the ground on Colombo Street, left by the foundations of a demolished building. A remaining wall of the building previously housing Sergio's Menswear is still standing on the left.
Part of a stone wall left sticking out over the edge after the cliff below it collapsed. The photographer comments, "A viewing platform in Clifton has its foundations exposed after the cliff face collapsed".
A photograph of holes in the ground on Colombo Street, left by the foundations of a demolished building. A remaining wall of the building previously housing Sergio's Menswear is still standing on the left.
A photograph of a hole in the ground on Colombo Street, left by the foundations of a demolished building. A remaining wall of the building previously housing Sergio's Menswear is still standing on the left.
A photograph of the i-SITE Visitor Centre in Kaiapoi. The foundations have lifted at the back of the building giving it a forward lean. Tape has been placed across the footpath and road as a cordon.
A house on Avonside Drive with cracks in its foundations and the interior wall of its porch as a result of the 4 September 2010 earthquake. Cracks can also be seen in the asphalt of its driveway.
Damage to a house in Richmond. Brick cladding is badly cracked and buckled, and some bricks have fallen. There is a large gap between the floor and the foundations. The photographer comments, "Brick walls still clinging on".
Damage to a house in Richmond. Brick cladding is badly cracked and buckled, and some bricks have fallen. There is a large gap between the floor and the foundations. The photographer comments, "Brick walls still clinging on".
A photograph of the i-SITE Visitor Centre in Kaiapoi. The foundations have lifted at the back of the building giving it a forward lean. Tape has been placed across the footpath and road as a cordon.
A damaged driveway bridge over a stream has visibly moved, scraping up some of the driveway. The photographer comments, "Our neighbour Pam Shadbolt's house, immediately behind our house, on the bank of Dudley Creek. The bridge has broken free from its foundations".
A photograph of the earthquake damage to a house on Woodham Road. The house has come off its foundations as the bricks wall have crumbled, spilling onto the footpath in front. Road cones have been placed along the street to warn road users.
A video of Stone Works removing a time capsule from the foundations of the old Press Building in Cathedral Square. The time capsule was found in the foundation stone of the building. It contained a bundle of newspapers from April 1907, handwritten notes, and coins.
Damage to a house in Richmond. Stucco underneath a window has cracked, and the foundation appears to be on a lean. The photographer comments, "These photos show our old house in River Rd and recovery work around Richmond and St Albans. The bay window of our bedroom has jumped off the foundations, cracking the stucco".
It's five years since the earthquake, and for the first time I feel a sense that the rebuild is taking effect. 113/115 - Natural Framing. In the middle of the rebuild, wall murals are everywhere is Christchurch. The framing is wire fence around ballet dancer, although there is plenty of evidence of framing/boxing around the foundations.
Damage to the Visitors Centre in Kaiapoi, after the September 4th earthquake. The foundations have lifted at the back of the building, giving it a forward lean. Cables have been attached to the balcony over the walkway and braced to posts cemented into the ground. This is to stop the building from slumping further.
Damage to the Visitors Centre in Kaiapoi, after the September 4th earthquake. The foundations have lifted at the back of the building, giving it a forward lean. Cables have been attached to the balcony over the walkway and braced to posts cemented into the ground. This is to stop the building from slumping further.
The Earthquake Commission (EQC) criticised for misleading and inadequate measurements on housing foundations when assessing damage to Canterbury homes; Wellington historic building champions vow to save heritage structure in the capital; the spread of didymo in Fiordland; Defence Force sentencing today after drowning last year; the censorship of Maniac, arty audiences only please, and; the PM changes tack on working with NZ First.
Photograph captioned by Fairfax, "Christchurch begins the slow recovery process after last weeks devastating 7.1 earthquake. Laura and Angus Chisholm pictured at their property off Harewood Road. Ironically their property was seriously damaged by a boy racer who careered off the road and smashed through their garden fence and hit the front of the house knocking part of it off its foundations".
Photograph captioned by Fairfax, "Christchurch begins the slow recovery process after last weeks devastating 7.1 earthquake. Laura and Angus Chisholm pictured at their property off Harewood Road. Ironically their property was seriously damaged by a boy racer who careered off the road and smashed through their garden fence and hit the front of the house knocking part of it off its foundations".
Photograph captioned by Fairfax, "Christchurch begins the slow recovery process after last weeks devastating 7.1 earthquake. Laura and Angus Chisholm pictured at their property off Harewood Road. Ironically their property was seriously damaged by a boy racer who careered off the road and smashed through their garden fence and hit the front of the house knocking part of it off its foundations".