The ground at this residential property on New Brighton Road is completely water-logged.
One of the many sand volcanos erupting from the ground after the Christchurch earthquake.
The riverbank walkway along New Brighton Road, flooded at high tide due to ground subsidence.
Photograph captioned by BeckerFraserPhotos, "Ground floor column of the BDO building, Victoria Street".
The riverbank walkway along New Brighton Road, flooded at high tide due to ground subsidence.
To identify key ground characteristics that led to different liquefaction manifestations during the Canterbury earthquakes
A large crack in the wall of a brick building. Fallen bricks litter the ground below.
Photograph captioned by BeckerFraserPhotos, "Slumping of the ground around the BDO building, Victoria Street".
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor. Structural damage on the ground floor".
Asset management in power systems is exercised to improve network reliability to provide confidence and security for customers and asset owners. While there are well-established reliability metrics that are used to measure and manage business-as-usual disruptions, an increasing appreciation of the consequences of low-probability high-impact events means that resilience is increasingly being factored into asset management in order to provide robustness and redundancy to components and wider networks. This is particularly important for electricity systems, given that a range of other infrastructure lifelines depend upon their operation. The 2010-2011 Canterbury Earthquake Sequence provides valuable insights into electricity system criticality and resilience in the face of severe earthquake impacts. While above-ground assets are relatively easy to monitor and repair, underground assets such as cables emplaced across wide areas in the distribution network are difficult to monitor, identify faults on, and repair. This study has characterised in detail the impacts to buried electricity cables in Christchurch resulting from seismically-induced ground deformation caused primarily by liquefaction and lateral spread. Primary modes of failure include cable bending, stretching, insulation damage, joint braking and, being pulled off other equipment such as substation connections. Performance and repair data have been compiled into a detailed geospatial database, which in combination with spatial models of peak ground acceleration, peak ground velocity and ground deformation, will be used to establish rigorous relationships between seismicity and performance. These metrics will be used to inform asset owners of network performance in future earthquakes, further assess component criticality, and provide resilience metrics.
A photograph captioned by BeckerFraserPhotos, "The site of 'Ground' and Tunnel Vision Backpackers in Lyttelton".
A photograph of carved stonework lying on the ground at the corner of High Street, Hereford Street and Colombo Street.
Flowers laid on the ground at Mt Pleasant School for the memorial of the 22 February 2011 earthquake.
Flowers laid on the ground at Mt Pleasant School for the memorial of the 22 February 2011 earthquake.
The courtyard inside the Peterborough Apartments. The ground has subsided under a section of the lawn, causing it to drop.
The courtyard inside the Peterborough Apartments. The ground has subsided under a section of the footpath, causing it to drop.
A damaged and abandoned house at 10 Seabreeze Close in Bexley. Weeds are growing through the cracks in the ground.
Photographer Ross Becker in the courtyard of the Peterborough Apartments. The ground in front of him is cracked and uneven.
A photograph of road cones around a drain that has been lifted out of the ground on Avonside Drive.
Photograph captioned by BeckerFraserPhotos, "Anzac Drive close to the Avon River showing the liquefaction and ground tearing".
Photograph captioned by BeckerFraserPhotos, "The almost-repaired west end of Woodham Road where the ground rose about 40 cm".
A photograph of flowers growing in painted tyres on the ground. The installations have been done by Rotary International and are labelled, "Colour Me Christchurch".
A photograph of carved stonework lying on the ground at the corner of High Street, Hereford Street and Colombo Street.
Part of the roof of the Odeon Theatre sits on the ground in an empty section on the corner of Manchester and Tuam Streets.
A large crack in the ground at Sullivan Park in Avonside. A large deposit of liquefaction has dried around it.
A sewage pumping station on Avonside Drive has been lifted out of the ground by liquefaction. In the background, the damaged Snell Place footbridge over the Avon River is closed off with cordon fencing. The photographer comments, "A Sunday afternoon ride to New Brighton, then back via Aranui, Wainoni, Dallington, and Richmond. Not a cheerful experience. Dallington footbridge. The two pieces of this foot bridge have moved towards each other, so the bridge has developed quite a peak. The sewage pumping station has been heaved out of the ground by hydraulic pressure during quakes".
A large crack in the ground at Sullivan Park in Avonside which has resulted from the 4 September 2010 earthquake.
Photograph captioned by BeckerFraserPhotos, "The stairs from the Forsyth Barr building on the ground behind 750 Colombo Street".
The courtyard inside the Peterborough Apartments. The ground has subsided under a section of the lawn, causing it to drop.
During the 2011 M7.8 Kaikōura earthquake, ground motions recorded near the epicentre showed a significant spatial variation. The Te Mara farm (WTMC) station, the nearest to the epicentre, recorded 1g and 2.7g of horizontal and vertical peak ground accelerations (PGA), respectively. The nearby Waiu Gorge (WIGC) station recorded a horizontal PGA of 0.8g. Interestingly, however, the Culverden Airlie Farm (CULC) station that was very closely located to WIGC recorded a horizontal PGA of only 0.25g. This poster demonstrates how the local geological condition could have contributed to the spatially variable ground motions observed in the North Canterbury, based on the results of recently conducted geophysical investigations. The surficial geology of this area is dominated by alluvial gravel deposits with traces of silt. A borehole log showed that the thickness of the sediments at WTMC is over 76 metres. Interestingly, the shear wave velocity (Vs) profiles obtained from the three strong motion sites suggest unusually high shear wave velocity of the gravelly sediments. The velocity of sediments and the lack of clear peaks in the horizontal-to-vertical (H/V) spectral ratio at WTMC suggest that the large ground motion observed at this station was likely caused by the proximity of the station to the causative fault itself; the site effect was likely insignificant. Comparisons of H/V spectral ratios and Vs profiles suggest that the sediment thickness is much smaller at WIGC compared with CULC; the high PGA at WIGC was likely influenced by the high-frequency amplification caused by the response of shallow sediments.