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Images, UC QuakeStudies

A string quartet from Christchurch Girls High School plays on the riverbank before the River of Flowers event held in Riccarton Bush, commemorating the second anniversary of the 22 February earthquake. In the foreground people wait for the event to start.

Images, UC QuakeStudies

A string quartet from Christchurch Girls High School plays on the riverbank before the River of Flowers event held in Riccarton Bush, commemorating the second anniversary of the 22 February earthquake. In the foreground people wait for the event to start.

Images, UC QuakeStudies

Hand-written signs on the fence opposite the Gap Filler Pallet Pavillion advertise events at the pavillion. One advertises a plant sale on Saturday 22 December, the other high teas and cakes on Sunday 23 December.

Images, UC QuakeStudies

A photograph of the intersection of High Street, Lichfield Street and Manchester Street. The kinetic sculpture titled 'Nucleus' can be seen to the right. On the left, shipping containers are stacked next to Majestic House.

Images, UC QuakeStudies

A photograph of Tuam Street near the High Street intersection. The majority of the buildings along the north side of the street have been demolished. To the left, the Alice in Videoland building can be seen.

Images, UC QuakeStudies

The "Nucleus" sculpture by Phil Price on the corner of High, Manchester and Lichfield Streets. It has been cordoned off with fencing and road cones, and on the right is a rubbish skip. In the background is the Westpac Building.

Research papers, University of Canterbury Library

This report summarizes the development of a region-wide surficial soil shear wave velocity (Vs ) model based on the unique combination of a large high-spatial-density database of cone penetration test (CPT) logs in the greater Christchurch urban area (> 15, 000 logs as of 1 February 2014) and the Christchurch-specific empirical correlation between soil Vs and CPT data developed by McGann et al. [1, 2]. This model has applications for site characterization efforts via maps of time-averaged Vs over specific depths (e.g. Vs30, Vs10), and for numerical modeling efforts via the identification of typical Vs profiles for different regions and soil behaviour types within Christchurch. In addition, the Vs model can be used to constrain the near-surface velocities for the 3D seismic velocity model of the Canterbury basin [3] currently being developed for the purpose of broadband ground motion simulation. The general development of these region-wide near-surface Vs models includes the following general phases, with each discussed in separate chapters of this report. • An evaluation of the available CPT dataset for suitability, and the definition of other datasets and assumptions necessary to characterize the surficial sediments of the region to 30 m depth. • The development of time-averaged shear wave velocity (Vsz) surfaces for the Christchurch area from the adopted CPT dataset (and supplementary data/assumptions) using spatial interpolation. The Vsz surfaces are used to explore the characteristics of the near-surface soils in the regions and are shown to correspond well with known features of the local geology, the historical ecosystems of the area, and observations made following the 2010- 2011 Canterbury earthquakes. • A detailed analysis of the Vs profiles in eight subregions of Christchurch is performed to assess the variablity in the soil profiles for regions with similar Vsz values and to assess Vsz as a predictive metric for local site response. It is shown that the distrubution of soil shear wave velocity in the Christchurch regions is highly variable both spatially (horizontally) and with depth (vertically) due to the varied geological histories for different parts of the area, and the highly stratified nature of the nearsurface deposits. This variability is not considered to be greatly significant in terms of current simplified site classification systems; based on computed Vs30 values, all considered regions can be categorized as NEHRP sites class D (180 < Vs < 360 m/s) or E (Vs < 180 m/s), however, detailed analysis of the shear wave velocity profiles in different subregions of Christchurch show that the expected surficial site response can vary quite a bit across the region despite the relative similarity in Vs30

Articles, UC QuakeStudies

A copy of a letter from Hugo Kristinsson which was sent to Helen Beaumont, Manager of the Natural Environment and Heritage Unit at the Christchurch City Council, on 17 June 2014. The letter was sent on behalf of Empowered Christchurch. It is about legislation which, according to Kristinsson, determines land below the mean high water spring to be public land. Kristinsson is concerned that this legislation will cause 'hundred or even thousands' of people to lose their assets. He urges the Council to 'have the land surveyed and to redefine the CMA [Crown Minerals Act] before land claims are settled'.