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Audio, Radio New Zealand

The Fire Service responds to the Coroner's criticisms over the CTV building collapse in the Christchurch Earthquakes, Teina Pora will be released on parole after 21 years inside prison for crimes he says he did'nt commit, and in Dateline Pacific, A newly elected leader in Fiji issues a challenge to Rear Admiral Franf Bainimarama.

Audio, Radio New Zealand

Despite low international coal prices, the financially troubled State-owned coal company, Solid Energy, says its time to mine for more coal. A referendum on self-rule is held in eastern Ukraine overnight, we'll have the latest on the turnout and Prime Minister, John Key, is denying money is being held back from the Canterbury earthquake recovery to make the Government's books look better.

Audio, Radio New Zealand

As a cemetary near her home is cordoned off, fears for Blessie Gotingco intensify. In Christchurch, there's questions over asbestos and potential danger in the earthquake rebuild and a sub zero wake up for the south, as temperatures plummet.

Audio, Radio New Zealand

Christchurch and its surrounding towns are slowly starting to be rebuilt after the devastating earthquakes of 2010 and 2011. Our political editor Brent Edwards has been in Christchurch to find out whether the rebuild debate will dominate the election campaign in the city.

Research papers, University of Canterbury Library

Recent experiences from the Darfield and Canterbury, New Zealand earthquakes have shown that the soft soil condition of saturated liquefiable sand has a profound effect on seismic response of buildings, bridges and other lifeline infrastructure. For detailed evaluation of seismic response three dimensional integrated analysis comprising structure, foundation and soil is required; such an integrated analysis is referred to as Soil Foundation Structure Interaction (SFSI) in literatures. SFSI is a three-dimensional problem because of three primary reasons: first, foundation systems are three-dimensional in form and geometry; second, ground motions are three-dimensional, producing complex multiaxial stresses in soils, foundations and structure; and third, soils in particular are sensitive to complex stress because of heterogeneity of soils leading to a highly anisotropic constitutive behaviour. In literatures the majority of seismic response analyses are limited to plane strain configuration because of lack of adequate constitutive models both for soils and structures, and computational limitation. Such two-dimensional analyses do not represent a complete view of the problem for the three reasons noted above. In this context, the present research aims to develop a three-dimensional mathematical formulation of an existing plane-strain elasto-plastic constitutive model of sand developed by Cubrinovski and Ishihara (1998b). This model has been specially formulated to simulate liquefaction behaviour of sand under ground motion induced earthquake loading, and has been well-validated and widely implemented in verifcation of shake table and centrifuge tests, as well as conventional ground response analysis and evaluation of case histories. The approach adopted herein is based entirely on the mathematical theory of plasticity and utilises some unique features of the bounding surface plasticity formalised by Dafalias (1986). The principal constitutive parameters, equations, assumptions and empiricism of the existing plane-strain model are adopted in their exact form in the three-dimensional version. Therefore, the original two-dimensional model can be considered as a true subset of the three-dimensional form; the original model can be retrieved when the tensorial quantities of the three dimensional version are reduced to that of the plane-strain configuration. Anisotropic Drucker-Prager type failure surface has been adopted for the three-dimensional version to accommodate triaxial stress path. Accordingly, a new mixed hardening rule based on Mroz’s approach of homogeneous surfaces (Mroz, 1967) has been introduced for the virgin loading surface. The three-dimensional version is validated against experimental data for cyclic torsional and triaxial stress paths.

Audio, Radio New Zealand

Christchurch's historic Theatre Royal will reopen for business in November, with bookings about to open for the first show, the Royal New Zealand Ballet season of "A Christmas Carol" The 106-year old theatre has been closed for almost four years because of earthquake damage in the 2010 and 2011 earthquakes. The $40million rebuild and restoration project will be completed over the next five months and on 17 November 2014, the 'Grand Old Lady' of New Zealand theatre will reopen her doors for performances. With so few venues for performance left in the city, including the Town Hall out of commission indefinitely, the rebuild of the Theatre Royal is very good news for Christchurch audiences Chief executive Neil Cox explains the process of getting oldest Edwardian theatre in the country back in use and mounting the large scale theatrical productions it has been famous for.

Audio, Radio New Zealand

Professor Jacky Bowring has been a consultant to both the Ministry for Culture and Heritage, and CERA for the process for the EQ Memorial, as well as for the Christchurch City Council from the early days of the Recovery Plan, when the section on 'Remembering the Earthquakes' was developed. It was one of those times when her areas of research and passion suddenly became very real.

Research papers, University of Canterbury Library

This paper presents the ongoing development of a new 3D seismic velocity model of Canterbury, New Zealand. The model explicitly represents the Canterbury sedimentary basin, and other significant geologic horizons, which are expected to have important implications on observed ground motions. The model utilizes numerous sources of data, including 3D regional tomography with a variable-depth inferred Moho, seismic reflection survey lines, geotechnical boreholes and well logs, spectral analysis of surface waves, and CPT logs which provide velocity constraints over their respective ranges of application. The model provides P- and S-wave velocity and density (i.e. Vp, Vs and p) over a grid of input points, and is presently being utilized in broadband ground motion simulations of the 2010-2011 Canterbury earthquakes. Comparison of simulated ground motions with those observed in the 2010-2011 Canterbury earthquakes will help provide a better understanding of the salient physical processes which characterized the unique set of strong ground motions recorded in this sequence of earthquake events.

Audio, Radio New Zealand

More than 120 disgruntled Christchurch homeowners are taking the Earthquake Commission to court for not doing enough to fix their homes. The law firm, Anthony Harper, has been looking for participants for the group action since last year and has confirmed today it has the numbers to proceed.