More than 11,000 people reported feeling the earthquake that hit just after 2am on Friday.
The magnitude 4.8 quake was centred 5-kilometres south of Te Aroha, at a depth of 6-kilometres.
People from Kaitaia, through to the sodden regions of Auckland, Bay of Plenty, Coromandel, and even down in Christchurch, reported feeling it.
A series of weaker aftershocks began to strike 40 minutes later, although there are no immediate reports of damage as of yet.
It's not the first quake to hit Te Aroha this year - a 5.1 quake rattled the town on January 4.
Te Kuiti resident Zane Burdett and Kees Meinderts from Motumaoho, just south of Morrinsville, spoke to Corin Dann.
Rick Wentz is a Chartered geotechnical engineer originally from Northern California who has lived in New Zealand since 2011 - coming here in response to the Christchurch earthquakes. Rick talks to Mark about seismic risk - what it means for the general community and the role of a geotechnical engineering in helping to manage it.
Landslides are significant hazards, especially in seismically-active mountainous regions, where shaking amplified by steep topography can result in widespread landsliding. These landslides present not only an acute hazard, but a chronic hazard that can last years-to-decades after the initial earthquake, causing recurring impacts. The Mw 7.8 Kaikōura earthquake caused more than 20,000 landslides throughout North Canterbury and resulted in significant damage to nationally significant infrastructure in the coastal transport corridor (CTC), isolating Kaikōura from the rest of New Zealand. In the years following, ongoing landsliding triggered by intense rainfall exacerbated the impacts and slowed the recovery process. However, while there is significant research on co-seismic landslides and their initial impacts in New Zealand, little research has explored the evolution of co-seismic landslides and how this hazard changes over time. This research maps landslides annually between 2013 and 2021 to evaluate the changes in pre-earthquake, co-seismic and post-earthquake rates of landsliding to determine how landslide hazard has changed over this time. In particular, the research explores how the number, area, and spatial distribution of landslides has changed since the earthquake, and whether post-earthquake mitigation works have in any way affected the long-term landslide hazard. Mapping of landslides was undertaken using open-source, medium resolution Landsat-8 and Sentinel-2 satellite imagery, with landslides identified visually and mapped as single polygons that capture both the source zone and deposit. Three study areas with differing levels of post-earthquake mitigation are compared: (i) the northern CTC, where the majority of mitigation was in the form of active debris removal; (ii) the southern CTC, where mitigation was primarily via passive protection measures; and (iii) Mount Fyffe, which has had no mitigation works since the earthquake. The results show that despite similar initial impacts during the earthquake, the rate of recovery in terms of landslide rates varies substantially across the three study areas. In Mount Fyffe, the number and area of landslides could take 45 and 22 years from 2021 respectively to return to pre-earthquake levels at the current rate. Comparatively, in the CTC, it could take just 5 years and 3-4 years from 2021 respectively. Notably, the fastest recovery in terms of landslide rates in the CTC was primarily located directly along the transport network, whereas what little recovery did occur in Mount Fyffe appeared to follow no particular pattern. Importantly, recovery rates in the northern CTC were notably higher than in the southern CTC, despite greater co-seismic impacts in the former. Combined, these results suggest the active, debris removal mitigation undertaken in the northern CTC may have had the effect of dramatically reducing the time for landslide rates to return to pre-earthquake levels. The role of slope angle and slope aspect were explored to evaluate if these observations could be driven by local differences in topography. The Mount Fyffe study area has higher slope angles than the CTC as a whole and landslides predominantly occurred on slightly steeper slopes than in the CTC. This may have contributed to the longer recovery times for landsliding in Mount Fyffe due to greater gravitational instability, however the observed variations are minor compared to the differences in recovery rates. In terms of slope aspect, landslides in Mount Fyffe preferentially occurred on north- and south-facing slopes whereas landslides in the CTC preferred the east- and south-facing slopes. The potential role of these differences in landslide recovery remains unclear but may be related to the propagation direction of the earthquake and the tracking direction of post-earthquake ex-tropical cyclones. Finally, landslides in the CTC are observed to be moving further away from the transport network and the number of landslides impacting the CTC decreased significantly since the earthquake. Nevertheless, the potential for further landslide reactivation remains. Therefore, despite the recovery in the CTC, it is clear that there is still risk of the transport network being impacted by further landsliding, at least for the next 3-5 yrs.
As Auckland and Northland brace for more atrocious weather, city leaders are calling for funding to repair the city's broken infrastructure to be along the lines of the help given to Christchurch after the quakes. Auckland deputy mayor Desley Simpson says that the damage so far is equivalent to the biggest non earthquake event the country has ever had and should be treated accordingly. The Opportunities Party says the "alliance" model established after the earthquakes, was effective and would work for Auckland's rebuild, because it provides a structure that the Central Government can fund directly. ToP leader Raf Manji was a Christchurch councillor after the quakes and closely involved in the rebuild. He tells Kathryn Ryan it is vital to ensure water and transport infrastructure is repaired quickly and efficiently, especially with a view to future extreme weather events - and there is much to learn from the post-quake rebuild.
Canterbury got a big shock this morning with a long and strong earthquake that sent people running for the nearest door frame. While the region seems to have escaped any major damage, it's left locals thankful it wasn't worse. The quake measured 6.0 on the richter scale and was centred 45 kilometes north of Geraldine. Since then, there have been more than 40 aftershocks. Checkpoint producer Anastasia Hedge has been near the epicentre.
Earlier this morning Christchurch's Cathedral Square saw its first dawn service since the earthquake in 2011. The city's Mayor Phil Mauger was there.
In 2016, the Building (Earthquake-prone Buildings) Amendment Act 2016 was introduced to address the issue of seismic vulnerability amongst existing buildings in Aotearoa New Zealand. This Act introduced a mandatory scheme to remediate buildings deemed particularly vulnerable to seismic hazard, as recommended by the 2012 Royal Commission into the Canterbury earthquake sequence of 2010–2011. This Earthquake-prone Building (EPB) framework is unusual internationally for the mandatory obligations that it introduces. This article explores and critiques the operation of the scheme in practice through an examination of its implementation provisions and the experiences of more recent seismic events (confirmed by engineering research). This analysis leads to the conclusion that the operation of the current scheme and particularly the application of the concept of EPB vulnerability excludes large numbers of (primarily urban) buildings which pose a significant risk in the event of a significant (but expected) seismic event. As a result, the EPB scheme fails to achieve its goals and instead may create a false impression that it does so
There's been a strong earthquake in Canterbury just after 9am. We speak to Scott Shannon, deputy mayor of Timaru and a John, a Pleasant Point resident.
The families of the victims of the CTV building collapse in Christchurch have told an engineering disciplinary hearing they've been waiting 12 years for accountability.
The building collapsed in the February 2011 earthquake killing 115 people.
It was designed by Dr Alan Reay's firm - Reay was criticised by the Earthquake Royal Commission for handing sole responsibility of it to an inexperienced employee.
Reay has tried to stop the disciplinary process going ahead but it got underway in Christchurch today.
Reporter Anna Sargent spoke to Charlotte Cook.
The historic Townsend Teece telescope in Otautahi Christchurch was badly damaged in the 2011 earthquake, but has been expertly restored and is now reinstalled back in its central city home at the Arts Centre.
Today Ali talks to Jesse about the insurance debacle for Christchurch home owners trying to settle with companies over their earthquake damaged homes. She advocating for the establishment of an "Insurance Department" as they have done in California.
Today on The Panel, Wallace Chapman and panellists Julia Hartley-Moore and Phill O'Reilly discuss the idea of restoring passenger rail in New Zealand. Plus, they discuss the shortage of homestays in New Zealand, and the favourite finds by archeologists post Christchurch earthquakes.
Thousands of people are making insurance claims after heavy rain and flooding in the north of New Zealand, especially in Auckland.
Insurance lawyer Peter Woods has worked on property claims for earthquake damage in Canterbury and Marlborough..
He has also been an Independent Specialist Adviser to the government. Peter talks to Lisa Owen.
A huge milestone in the rebuild of the Christchurch Cathedral.
Twelves years since the Canterbury earthquakes caused extensive damage to the building, community leaders and project managers have gathered inside the cathedral this morning for the first time since the quakes.
It also marks the completion of stablisation phase of the project.
Our reporter Adam Burns went along.
The Anzac Day Dawn service returns to Christchurch's Cathedral Square tomorrow, the first time since the 2011 earthquake.
The service will take place near the newly-restored Citizens' War Memorial at 5.30am, where traditional veterans will parade up Worcestor Boulevard towards the Square.
Christchurch Memorial RSA president, Dennis Mardle, spoke to Corin Dann.
Now have you ever wished you could play some cricket in the house on a rainy day? Well for one Christchurch family that dream's become a reality. Glenn Bongartz, with the help of his architect, upgraded his earthquake rebuild to feature a cricket wicket in the attic of the house. Glenn told Jimmy Ellingham how they did it.
A complaint against an engineer whose firm designed the CTV building that collapsed in the Christchurch earthquake will be heard by a disciplinary committee on Monday.
One-hundred-and-fifteen people were killed when the six-storey building came down in February 2011.
Dr Alan Reay lost a High Court bid to stop the hearing.
Reporter Anna Sargent spoke to Corin Dann.
What does leadership look like in a disaster? David compares Auckland Mayor Wayne Brown's leadership this week with how Bob Parker and Lianne Dalziel coped with the Christchurch earthquakes and terror attacks. He looks at how current Christchurch mayor Phil Mauger's council is faring and whether reality meets the rhetoric and what's happened to the city's Metro Sports facility, one of the anchor projects in the rebuild.
Those displaced or affected by the Auckland floods and Cyclone Gabrielle can get help with insurance claims through a new service from today.
The Government has launched the New Zealand Claims Resolution Service for homeowners to resolve issues and settle claims.
The service is modelled on two that were used during the Canterbury earthquakes.
Minister of Commerce and Consumer Affairs Duncan Webb spoke to Guyon Espiner.
The government's looking overseas to get more hands on deck to help with the rebuild from Cyclone Gabrielle.
A new short-term Recovery Visa will bring in specialist foreign workers through a similar pathway used after the Christchurch and Kaikoura earthquakes.
The visas will be fast-tracked with officials aiming to get applications through within seven days.
Corn Dann spoke with immigration minister Michael Wood.
The government is crowdsourcing the cyclone recovery bill. It has launched an international fundraising effort, modelled on the Christchurch Earthquake Appeal - which raised almost $100 million.
A separate special Lotto draw will also be held on March 18 with all proceeds going to affected communities.
Prime Minister Chris Hipkins has urged New Zealanders to get behind the effort.
He defended asking people to chip in when the cost-of-living is so high.
Sir Miles Warren and Maurice Mahoney were architectural revolutionaries who built a legendary partnership spanning 37 years. A new film currently in production aims to celebrate their incredible legacy and document the bitter fight to save their most iconic building - the Christchurch Town Hall - from demolition after the 2011 earthquake. Co-director and Maurice's daughter Jane Mahoney talks to Mark Leisham about the pairs legacy and the process of making the film.
A panel with Michael Bell, Steph Walker and Kiri Jarden. It’s almost 13 years since the devastating earthquake of 22 February 2011, which forced 70 percent of the Ōtautahi Christchurch CBD to be demolished.
While the rebuild has been a slow and often difficult process in visions meeting reality, there is also much to celebrate in the city taking up the opportunity, through art and design, to remake it as a place for all.
Protecting live music venues is taking on a new urgency in Christchurch, with the popular 12 Bar announcing it will close at the end of the month. With people flocking back to live in the central city after the earthquakes, there have been more complaints about noise from entertainment venues. But the local music scene says positive changes are in the works, so residents and live venues can live in harmony. Niva Chittock reports.
A business owner wants more stringent background checks for people creating professional online profiles after discovering a potential business advisor is currently on home detention for corruption.
Gerard Gallagher was convicted in June after trying to personally profit from information obtained while working for the Canterbury Earthquake Recovery Authority and Ōtākaro Limited between 2014 and 2017.
Online, he promotes himself as a Business Advisor despite still serving a sentence of 12 months' home detention.
Niva Chittock reports.
An icon of Whakaraupō Lyttelton Harbour is set to re-open tomorrow, after being damaged in the Canterbury Earthquakes. The Governors Bay jetty, locally known for its extraordinary length and unofficial jetty jump competitions, has been closed since 2015. Now, it's back to its former glory, just in time for summer. Niva Chittock went for a sneak peek ahead of the official opening. [embed] https://players.brightcove.net/6093072280001/default_default/index.html?videoId=6338047392112
Twelve years after the CTV building collapsed during the Christchurch earthquake, families of the victims killed inside have told an engineering disciplinary hearing they want justice and accountability. 115 people died when the six-storey building came down in February 2011. A complaint against an engineer whose firm designed the building is being heard by an Engineering New Zealand disciplinary committee. Dr Alan Reay lost a High Court bid to stop the hearing. Anna Sargent reports.
The susceptibility of precast hollow-core floors to sustain critical damage during an earthquake is now well-recognized throughout the structural engineering community in New Zealand. The lack of shear reinforcement in these floor units is one of the primary reasons causing issues with the seismic performance of these floors. Recent research has revealed that the unreinforced webs of these floor units can crack at drift demands as low as 0.6%. Such observation indicates that potentially many of the existing building stock incorporating hollow-core flooring systems in cities of relatively high seismic activity (e.g. Wellington and Christchurch) that probably have already experienced a level of shaking higher than 0.6% drift in previous earthquakes might already have their floor units cracked. However, there is little information available to reliably quantify the residual gravity load-carrying capacity of cracked hollow-core floor units, highlighting the need to understand the post-cracking behavior of hollow-core floor units to better quantify the extent of the risk that cracked hollow-core floor units pose.
After being trapped for hours on the 22nd floor of a hotel following the 2011 Christchurch earthquake, Andy Cleverley decided life had to change. Chucking in his corporate life, he bought an old school bus, converted it into an off-grid motorhome and set off travelling the country with his young family. Documenting everything along the way he created Bus Life NZ - followed by over 46,000 people and viewed by millions. Now he's done it all again with a second bus and a second YouTube season.
The seismic performance of soil profiles with potentially liquefiable deposits is a complex phenomenon that requires a thorough understanding of the soil properties and ground motion characteristics. The limitations of simplified liquefaction assessment methods have prompted an increase in the use of non-linear dynamic analysis methods. Focusing on onedimensional site response of a soil column, this thesis validated a soil constitutive model using in-situ pore pressure measurements and then assessed the influence of input ground motion characteristics on soil column response using traditional and newly developed metrics. Pore pressure recordings during the Canterbury Earthquake Sequence (CES) in New Zealand were used to validate the PM4Sand constitutive model. Soil profile characterization was key to accurate prediction of excess pore pressure response and accounting for any densification during the CES. Response during multiple earthquakes was captured effectively and cross-layer interaction demonstrated the model capability to capture soil response at the system-level. Synthetic and observed ground motions from the Christchurch earthquake were applied to the validated soil column to quantify the performance of synthetic motions. New metrics were developed to facilitate a robust comparison to assess performance. The synthetic input motions demonstrated a slightly larger acceleration and excess pore pressure response compared to the observed input motions. The results suggest that the synthetic motions may accumulate higher excess pore pressure at a faster rate and with fewer number of cycles in the shear response. This research compares validated soil profile subject to spectrally-matched pulse and non-pulse motions, emphasizing the inclusion of pulse motions with distinctive characteristics in ground motion suites for non-linear dynamic analysis. However, spectral matching may lead to undesired alterations in pulse characteristics. Cumulative absolute velocity and significant duration significantly differed between these two groups compared to the other key characteristics and contributed considerably to the liquefaction response. Unlike the non-pulse motions, not all of the pulse motions triggered liquefaction, likely due to their shorter significant duration. Non-pulse motions developed a greater spatial extent of liquefaction triggering in the soil profile and extended to a greater depth.
