None
Only it is worse this time! As from Wednesday I won't have car access to the property, nor the street, nor one of the neighbouring streets - for a month at least! A second attempt to do a sewer repair after the earthquakes - yes I know they were 3 to 2½ years ago!
rubble from earthquake at Papanui Corner
None
Verandah roof of former Central Library on left. Rubble is from the former Farmers building and carpark.
None
None
None
None
None
Closed due to earthquake damage. But it looks in better condition than the building I work in!
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
20130125_1749_1D3-400 Road Closed 1 The Lyttelton side of Evans Pass is closed (since the earthquake 23 months ago - 22/02/11). Prior to the road tunnel (through the Port Hills) opening in the early 1960s this was the main access road to the port of Lyttelton. #3072
All this is "red zone" after the earthquakes and has to be demolished. The roof of my "old" house (now owned by the government) can be seen between the third and fourth river-side houses.
Due to earthquake damage.
The electrical supply substation built into the Lion Breweries Canterbury Draught brewery in St Asaph Street, Christchurch. Now the whole complex is being demolished due to earthquake damage.
None
None
None
None
None
Former Salvation Army Citadel on Durham Street.
None
None
Corner of Durham and Kilmore.
Water from the river at high tide crosses Evans Avenue and enters a now abandoned "red zone" house via the garage. Next door (to the left) is the garage containing a car that was destroyed by fire last week (see earlier photos).
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
It is well established that urban green areas provide a wide range of social, aesthetic, environmental and economic benefits. The importance of urban green spaces has been known for decades; however the relationship between urban livability and green areas, as incorporated in overall urban green structure, has become the focus of international studies during the last 10 to 15 years. The spatial structure of green space systems has important consequences for urban form; configuring urban resources, controlling urban size, improving ecological quality of urban areas and preventing or mitigating natural disasters. However, in the field of architecture or urban design, very little work has been done to investigate the potential for built form to define and differentiate the edge to a green corridor ... This thesis therefore poses the hypothesis that architecture and urban design critically mediate between city and green corridor, through intensification and definition of the built edge, as a means of contributing to an ecological city form.
Measurement of basement seismic resonance frequencies can elucidate shallow velocity structure, an important factor in earthquake hazard estimation. Ambient noise cross correlation, which is well-suited to studying shallow earth structure, is commonly used to analyze fundamental-mode Rayleigh waves and, increasingly, Love waves. Here we show via multicomponent ambient noise cross correlation that the basement resonance frequency in the Canterbury region of New Zealand can be straightforwardly determined based on the horizontal to vertical amplitude ratio (H/V ratio) of the first higher-mode Rayleigh waves. At periods of 1-3 s, the first higher-mode is evident on the radial-radial cross-correlation functions but almost absent in the vertical-vertical cross-correlation functions, implying longitudinal motion and a high H/V ratio. A one-dimensional regional velocity model incorporating a ~ 1.5 km-thick sedimentary layer fits both the observed H/V ratio and Rayleigh wave group velocity. Similar analysis may enable resonance characteristics of other sedimentary basins to be determined. © 2013. American Geophysical Union. All Rights Reserved.
The Mѡ=7.1 Darfield (Canterbury) earthquake struck on 4 September 2010, approximately 45 km west of Christchurch, New Zealand. It revealed a previously unknown fault (the Greendale fault) and caused billions of dollars of damage due to high peak ground velocities and extensive liquefaction. It also triggered the Mw=6.3 Christchurch earthquake on 22 February 2011, which caused further damage and the loss of 185 lives. The objective of this research was to determine the relationship between stress and seismic properties in a seismically active region using manually-picked P and S wave arrival times from the aftershock sequence between 8 September 2010-13 January 2011 to estimate shear-wave splitting (SWS) parameters, VP =VS-ratios, anisotropy (delay-time tomography), focal mechanisms, and tectonic stress on the Canterbury plains. The maximum horizontal stress direction was highly consistent in the plains, with an average value of SHmax=116 18 . However, the estimates showed variation in SHmax near the fault, with one estimate rotating by as much as 30° counter-clockwise. This suggests heterogeneity of stress at the fault, though the cause remains unclear. Orientations of the principal stresses predominantly indicate a strike-slip regime, but there are possible thrust regimes to the west and north/east of the fault. The SWS fast directions (ø) on the plains show alignment with SHmax at the majority of stations, indicating stress controlled anisotropy. However, structural effects appear more dominant in the neighbouring regions of the Southern Alps and Banks Peninsula.