An entry from Sue Davidson's blog for 16 October 2012 entitled, "Foundation of the Blind and Supergrans visit".
A photograph of the earthquake damage to a building in the Christchurch central city. Some of the windows have been broken, and blinds are hanging out of them.
A map showing the location of the blind thrust fault which triggered the 4 September earthquake.
A page banner promoting an article about difficulties caused by the earthquakes for a blind student.
Active faults capable of generating highly damaging earthquakes may not cause surface rupture (i.e., blind faults) or cause surface ruptures that evade detection due to subsequent burial or erosion by surface processes. Fault populations and earthquake frequency-‐magnitude distributions adhere to power laws, implying that faults too small to cause surface rupture but large enough to cause localized strong ground shaking densely populate continental crust. The rupture of blind, previously undetected faults beneath Christchurch, New Zealand in a suite of earthquakes in 2010 and 2011, including the fatal 22 February 2011 moment magnitude (Mw) 6.2 Christchurch earthquake and other large aftershocks, caused a variety of environmental impacts, including major rockfall, severe liquefaction, and differential surface uplift and subsidence. All of these effects occurred where geologic evidence for penultimate effects of the same nature existed. To what extent could the geologic record have been used to infer the presence of proximal, blind and / or unidentified faults near Christchurch? In this instance, we argue that phenomena induced by high intensity shaking, such as rock fragmentation and rockfall, revealed the presence of proximal active faults in the Christchurch area prior to the recent earthquake sequence. Development of robust earthquake shaking proxy datasets should become a higher scientific priority, particularly in populated regions.
A photograph of Whole House Reuse item 38. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 39, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A photograph of Whole House Reuse item 37. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A photograph of Whole House Reuse item 39. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 37, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 43, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 42, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A photograph of Whole House Reuse item 42. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A photograph of Whole House Reuse item 43. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A photograph of Whole House Reuse item 40. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 38, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 40, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
Kelvin Scott is a blind musician who usually plays in the square. He chose not to go today because it was raining.
A photograph of Whole House Reuse item 41. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
A thumbnail photograph of Whole House Reuse item 41, cropped for the catalogue. This item was salvaged from 19 Admiral Way in New Brighton as part of the Whole House Reuse project.
The Mw 7.1 Darfield earthquake generated a ~30 km long surface rupture on the Greendale Fault and significant surface deformation related to related blind faults on a previously unrecognized fault system beneath the Canterbury Plains. This earthquake provided the opportunity for research into the patterns and mechanisms of co-seismic and post-seismic crustal deformation. In this thesis I use multiple across-fault EDM surveys, logic trees, surface investigations and deformation feature mapping, seismic reflection surveying, and survey mark (cadastral) re-occupation using GPS to quantify surface displacements at a variety of temporal and spatial scales. My field mapping investigations identified shaking and crustal displacement-induced surface deformation features south and southwest of Christchurch and in the vicinity of the projected surface traces of the Hororata Blind and Charing Cross Faults. The data are consistent with the high peak ground accelerations and broad surface warping due to underlying reverse faulting on the Hororata Blind Fault and Charing Cross Fault. I measured varying amounts of post-seismic displacement at four of five locations that crossed the Greendale Fault. None of the data showed evidence for localized dextral creep on the Greendale Fault surface trace, consistent with other studies showing only minimal regional post-seismic deformation. Instead, the post-seismic deformation field suggests an apparent westward translation of northern parts of the across-fault surveys relative to the southern parts of the surveys that I attribute to post-mainshock creep on blind thrusts and/or other unidentified structures. The seismic surveys identified a deformation zone in the gravels that we attribute to the Hororata Blind Fault but the Charing Cross fault was not able to be identified on the survey. Cadastral re-surveys indicate a deformation field consistent with previously published geodetic data. We use this deformation with regional strain rates to estimate earthquake recurrence intervals of ~7000 to > 14,000 yrs on the Hororata Blind and Charing Cross Faults.
A photograph of a blind mouse painted on a concrete block in a retaining wall. The photograph is captioned by BeckerFraserPhotos, "Cunningham Terrace, Lyttelton".
A photograph captioned by BeckerFraserPhotos, "New Brighton Road. The blinds here hang vertically and show how far the house has sunk on the right".
The University of Canterbury's E-Learning team's temporary office in the James Hight building. The photographer comments, "First looks at our new temporary (maybe) office space. Our group will stay here until April or May 2011, then will move to another floor in the Central Library. My desk. I hope to get blinds to cover this internal window. Later - blinds are not allowed, so I rotated the desk 180 degrees. My back is now facing the window, but I'm far enough away that people won't be able to read my screens - and I don't have to look at people looking at me".
Broken windows on the Orion building on Manchester Street. The photographer comments, "Bob Brown's Hi-Fi was damaged, as you can see, in the Christchurch earthquake on the 22 February 2011. At lot of buildings in the area have been demolished, but this art deco style structure might have not have been put on the demolition list yet".
Before the earthquakes, Sarah Miles ran a psychotherapy practice in Christchurch. During the recovery phase she was astounded to find that when it comes to issues of real importance to the citizens â€" welfare, policyholder protection, economic security and education â€" politicians are conveniently deaf, dumb and blind. She’s written a book intended to expose the Government and the insurance industry's failure, she says, to protect the citizens of Christchurch and draw attention to the need for change to ensure that there is not a repeat of what she describes as the fiasco that happened in her city. Sarah Miles’ book, The Christchurch Fiasco â€" Insurance Aftershock and its Implications for New Zealand and Beyond, is published by Dunmore Publishing.
Before the earthquakes, Sarah Miles ran a psychotherapy practice in Christchurch. During the recovery phase she was astounded to find that when it comes to issues of real importance to the citizens - welfare, policyholder protection, economic security and education - politicians are conveniently deaf, dumb and blind. She’s written a book intended to expose the Government and the insurance industry's failure, she says, to protect the citizens of Christchurch and draw attention to the need for change to ensure that there is not a repeat of what she describes as the fiasco that happened in her city. Sarah Miles’ book, The Christchurch Fiasco - Insurance Aftershock and its Implications for New Zealand and Beyond, is published by Dunmore Publishing.
Before the earthquakes, Sarah Miles ran a psychotherapy practice in Christchurch. During the recovery phase she was astounded to find that when it comes to issues of real importance to the citizens - welfare, policyholder protection, economic security and education - politicians are conveniently deaf, dumb and blind. She's written a book intended to expose the Government and the insurance industry's failure, she says, to protect the citizens of Christchurch and draw attention to the need for change to ensure that there is not a repeat of what she describes as the fiasco that happened in her city. Sarah Miles' book, The Christchurch Fiasco - Insurance Aftershock and its Implications for New Zealand and Beyond, is published by Dunmore Publishing.
This study contains an evaluation of the seismic hazard associated with the Springbank Fault, a blind structure discovered in 1998 close to Christchurch. The assessment of the seismic hazard is approached as a deterministic process in which it is necessary to establish: 1) fault characteristics; 2) the maximum earthquake that the fault is capable of producing and 3) ground motions estimations. Due to the blind nature of the fault, conventional techniques used to establish the basic fault characteristics for seismic hazard assessments could not be applied. Alternative methods are used including global positioning system (GPS) surveys, morphometric analyses along rivers, shallow seismic reflection surveys and computer modelling. These were supplemented by using multiple empirical equations relating fault attributes to earthquake magnitude, and attenuation relationships to estimate ground motions in the near-fault zone. The analyses indicated that the Springbank Fault is a reverse structure located approximately 30 km to the northwest of Christchurch, along a strike length of approximately 16 km between the Eyre and Ashley River. The fault does not reach the surface, buy it is associated with a broad anticline whose maximum topographic expression offers close to the mid-length of the fault. Two other reverse faults, the Eyrewell and Sefton Faults, are inferred in the study area. These faults, together with the Springbank and Hororata Faults and interpreted as part of a sys of trust/reverse faults propagating from a decollement located at mid-crustal depths of approximately 14 km beneath the Canterbury Plains Within this fault system, the Springbank Fault is considered to behave in a seismically independent way, with a fault slip rate of ~0.2 mm/yr, and the capacity of producing a reverse-slip earthquake of moment magnitude ~6.4, with an earthquake recurrence of 3,000 years. An earthquake of the above characteristics represents a significant seismic hazard for various urban centres in the near-fault zone including Christchurch, Rangiora, Oxford, Amberley, Kaiapoi, Darfield, Rollestion and Cust. Estimated peak ground accelerations for these towns range between 0.14 g to 0.5 g.
Damage distribution maps from strong earthquakes and recorded data from field experiments have repeatedly shown that the ground surface topography and subsurface stratigraphy play a decisive role in shaping the ground motion characteristics at a site. Published theoretical studies qualitatively agree with observations from past seismic events and experiments; quantitatively, however, they systematically underestimate the absolute level of topographic amplification up to an order of magnitude or more in some cases. We have hypothesized in previous work that this discrepancy stems from idealizations of the geometry, material properties, and incident motion characteristics that most theoretical studies make. In this study, we perform numerical simulations of seismic wave propagation in heterogeneous media with arbitrary ground surface geometry, and compare results with high quality field recordings from a site with strong surface topography. Our goal is to explore whether high-fidelity simulations and realistic numerical models can – contrary to theoretical models – capture quantitatively the frequency and amplitude characteristics of topographic effects. For validation, we use field data from a linear array of nine portable seismometers that we deployed on Mount Pleasant and Heathcote Valley, Christchurch, New Zealand, and we compute empirical standard spectral ratios (SSR) and single-station horizontal-to-vertical spectral ratios (HVSR). The instruments recorded ambient vibrations and remote earthquakes for a period of two months (March-April 2017). We next perform two-dimensional wave propagation simulations using the explicit finite difference code FLAC. We construct our numerical model using a high-resolution (8m) Digital Elevation Map (DEM) available for the site, an estimated subsurface stratigraphy consistent with the geomorphology of the site, and soil properties estimated from in-situ and non-destructive tests. We subject the model to in-plane and out-of-plane incident motions that span a broadband frequency range (0.1-20Hz). Numerical and empirical spectral ratios from our blind prediction are found in very good quantitative agreement for stations on the slope of Mount Pleasant and on the surface of Heathcote Valley, across a wide range of frequencies that reveal the role of topography, soil amplification and basin edge focusing on the distribution of ground surface motion.