An award application submitted for the IPWEA Annual Excellence Awards 2016, detailing Fulton Hogan's work repairing the repair methodology for the Sumner Road retaining wall - stage 4.
A document which describes the process that SCIRT took to repair the Sumner Road retaining wall - stage 4.
St John's Church on Hereford Street with steel framework to stabilise the end wall.
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
The Octagon Live Restaurant on Worcester Street (formerly Trinity Congregational Church) with a steel supporting structure to stabilise the tower.
A concrete block stabilising a power pole on Bracken Street in Avonside. The road and footpath around it have been cracked and warped.
A photograph submitted by Alastair to the QuakeStories website. The description reads, "ChristChurch Cathedral with scaffolding stabilising the facade. Sunday 11/12/11".
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column. The window was originally rectangular".
A photograph submitted by Grant Fife to the QuakeStories website. The description reads, "Canterbury Provincial Chambers 03/04/2011. This building was being stabilised and repaired after the September quake.".
Patchwork quilts wrapped around the concrete slabs used to stabilise a broken wall on Winchester Street. They make it look snug despite the snow. Many projects like this have cropped up around Canterbury in an effort to brighten the earthquake environment.
Patchwork quilts wrapped around the concrete slabs used to stabilise a broken wall on Winchester Street. They make it look snug despite the snow. Many projects like this have cropped up around Canterbury in an effort to brighten the earthquake environment.
This is how the building looked when it was built - fine indeed! democam.iopen.co.nz/ An engineer who owns a similar building in Dunedin, and is willing to put money into this building's restoration, is sure it could be stabilised, just like the Railway Clock Tower. And the t...
St Johns Church on Hereford Street with damage to the tip of the archway and a red sticker on the door indicating that the building is unsafe to enter. The side of the church has been braced to stabilise the west wall and limit further damage from aftershocks.
A photograph of the earthquake-damaged Oxford Terrace Baptist Church. Steels bracing has been used to stabilise the front of the building. Crumbled masonry and other rubble is still lying in front. Wire fences have been placed around the building site as a cordon.
A photograph of the earthquake-damaged Oxford Terrace Baptist Church. Steels bracing has been used to stabilise the front of the building. Crumbled masonry and other rubble is still lying in front. Wire fences have been placed around the building site as a cordon.
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
The Catholic Cathedral of the Blessed Sacrament is a category 1 listed heritage building constructed largely of unreinforced stone masonry, and was significantly damaged in the recent Canterbury earthquakes. The building experienced ground shaking in excess of its capacity leading to block failures and partial collapse of parts of the building, which left the building standing but still posing a significant hazard. In this paper we discuss the approach to securing the building, and the interaction of the structural, heritage and safety demands involved in a dynamic seismic risk environment. We briefly cover the types of failures observed and the behaviour of the structure, and investigate the performance of both strengthened and un-strengthened parts of the building. Seismic strengthening options are investigated at a conceptual level. We draw conclusions as to how the building performed in the earthquakes, comment on the effectiveness of the strengthening and securing work and discuss the potential seismic strengthening methods.