A woman inspects a large crack in the ground near the side of the road.
Large cracks in the ground in Kaiapoi, after the September 4th earthquake.
A sculpture in the Botanic Gardens represents the ground moving in an earthquake.
The fenced-off site of Ground Culinary Centre on London Street in Lyttelton.
Photograph captioned by BeckerFraserPhotos, "Book Warehouse, ground floor, 232 Cashel Street".
Volunteers laying stones on the ground during the construction of the Pallet Pavilion.
Photograph captioned by BeckerFraserPhotos, "Ground floor Clarendon Tower, 78 Worcester Street".
Photograph captioned by BeckerFraserPhotos, "Ground floor Clarendon Tower, 78 Worcester Street".
An usual thing to see coming from the ground in Hoon Hay, Christchurch.
In this paper, we perform hybrid broadband (0-10 Hz) ground motion simulations for the ten most significant events (Mw 4.7-7.1) in the 2010-2011 Canterbury earthquake sequence. Taking advantage of having repeated recordings at same stations, we validate our simulations using both recordings and an empirically-developed ground motion prediction equation (GMPE). The simulation clearly captures the sedimentary basin amplification and the rupture directivity effects. Quantitative comparisons of the simulations with both recordings and the GMPE, as well as analyses of the total residuals (indicating model bias) show that simulations perform better than the empirical GMPE, especially for long period. To scrutinize the ground motion variability, we partitioned the total residuals into different components. The total residual appears to be unbiased, and the use of a 3D velocity structure reduces the long period systematic bias particularly for stations located close to the Banks Peninsula volcanic area.
A crane lifting the roof of one of the temporary buildings off the ground.
Residents watching two arborists working, one on the tree and one working on the ground.
Diggers on a demolition site on Kilmore Street. One is drilling into the ground.
The ground at this residential property on New Brighton Road is completely water-logged.
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.
Ground heaving on the faultline from which the Saturday 4 September 2010 earthquake originated.
A photograph of cracks in the ground and damaged fencing near Highfield Road in Darfield.
A photograph of cracks in the ground and damaged fencing near Highfield Road in Darfield.
A photograph of cracks in the ground and damaged fencing near Highfield Road in Darfield.
A photograph of damage to the ground of a paddock on the Greendale fault line.
A photograph of damage to the ground of a paddock on the Greendale fault line.
A photograph of damage to the ground of a paddock on the Greendale fault line.
Radio New Zealand reporter Jessica Horne is at her home in Christchurch, which has sunken into the ground.
The Lyttelton Petanque Club, a Gap Filler project in the empty site of the Ground Culinary Centre.
Build up of liquefaction that has seeped from the ground onto the road and footpath.
A photograph of damage to the ground of a paddock on the Greendale fault line.
A photograph of cracks in the ground and damaged fencing near Highfield Road in Darfield.
Since the early 1980s seismic hazard assessment in New Zealand has been based on Probabilistic Seismic Hazard Analysis (PSHA). The most recent version of the New Zealand National Seismic Hazard Model, a PSHA model, was published by Stirling et al, in 2012. This model follows standard PSHA principals and combines a nation-wide model of active faults with a gridded point-source model based on the earthquake catalogue since 1840. These models are coupled with the ground-motion prediction equation of McVerry et al (2006). Additionally, we have developed a time-dependent clustering-based PSHA model for the Canterbury region (Gerstenberger et al, 2014) in response to the Canterbury earthquake sequence. We are now in the process of revising that national model. In this process we are investigating several of the fundamental assumptions in traditional PSHA and in how we modelled hazard in the past. For this project, we have three main focuses: 1) how do we design an optimal combination of multiple sources of information to produce the best forecast of earthquake rates in the next 50 years: can we improve upon a simple hybrid of fault sources and background sources, and can we better handle the uncertainties in the data and models (e.g., fault segmentation, frequency-magnitude distributions, time-dependence & clustering, low strain-rate areas, and subduction zone modelling)? 2) developing revised and new ground-motion predictions models including better capturing of epistemic uncertainty – a key focus in this work is developing a new strong ground motion catalogue for model development; and 3) how can we best quantify if changes we have made in our modelling are truly improvements? Throughout this process we are working toward incorporating numerical modelling results from physics based synthetic seismicity and ground-motion models.
A photograph of a view from the Port Hills, showing cracks in the ground below.