Volunteers at the Lyttelton Petanque Club working bee.
The wall alongside the Lyttelton Petanque Club.
Volunteers building the petanque pitch at the Lyttelton Petanque Club.
Ryan Renolds building the petanque pitch at the Lyttleton Petanque Club.
Volunteers building the petanque pitch at the Lyttelton Petanque Club.
Members of the Lyttelton community at the Lyttelton Petanque Club.
The Director of Gap Filler, Coralie Winn, at the opening of the Lyttelton Petanque Club.
Ryan Renolds from Gap Filler at the Lyttelton Petanque Club.
The sign outside the Lyttelton Petanque Club, reading, "Lyttelton Petanque Club est. 2011. Grand opening today 12pm, bring food to share, lonely pots plants welcome!".
Volunteers constructing benches at the Lyttelton Petanque Club.
Volunteers at the Lyttelton Petanque Club working bee.
Members of the Lyttelton community playing petanque at the Lyttelton Petanque Club.
Volunteers constructing benches at the Lyttelton Petanque Club.
Volunteers building the petanque pitch at the Lyttelton Petanque Club.
Two girls garden in the Lyttelton Petanque Club garden.
Cups of tea waiting for the volunteers at the Lyttelton Petanque Club.
Volunteers cutting wood at the Lyttelton Petanque Club.
A photograph of residents walking down London Street in Lyttelton. In the background, the earthquake damage to the Ground Culinary Centre can be seen as well as a number of cordon fences.
A photograph of a cabinet which has toppled on the ground floor of the Crowne Plaza Hotel. The ground and furniture is also covered in plaster from above.
This manuscript provides a critical examination of the ground motions recorded in the near-source region resulting from the 22 February 2011 Christchurch earthquake. Particular attention is given to reconciling the observed spatial distribution of ground motions in terms of physical phenomena related to source, path and site effects. The large number of near-source observed strong ground motions show clear evidence of: forward-directivity, basin generated surface waves, liquefaction and other significant nonlinear site response. The pseudo-acceleration response spectra (SA) amplitudes and significant duration of strong motions agree well with empirical prediction models, except at long vibration periods where the influence of basin-generated surface waves and nonlinear site response are significant and not adequately accounted for in empirical SA models. Pseudo-acceleration response spectra are also compared with those observed in the 4 September 2010 Darfield earthquake and routine design response spectra used in order to emphasise the amplitude of ground shaking and elucidate the importance of local geotechnical characteristics on surface ground motions. The characteristics of the observed vertical component accelerations are shown to be strongly dependent on source-to-site distance and are comparable with those from the 4 September 2010 Darfield earthquake, implying the large amplitudes observed are simply a result of many observations at close distances rather than a peculiar source effect.
Liquefaction silt. The photographer comments, "After the earthquake in Christchurch New Zealand, liquefaction covered the streets, but after it had risen from below ground whilst the ground was shaking it the liquid in the liquefaction wanted to drain away".
Large cracks in the ground at Mona Vale.
Large cracks in the ground at Mona Vale.
Large cracks in the ground along Avonside Drive.
Large cracks in the ground along Avonside Drive.
An image from an Air Force News April 2011 article titled, "Local Personnel on the Ground in Christchurch". In the image, Iain Warren, a member of the Royal New Zealand Air Force Air Security team, is directing a vehicle towards a Hercules C-130 at Christchurch Airport.
A photograph of unstable ground between buildings on Oxford Terrace.
Foundation posts in the ground, waiting to be built on.
A photograph captioned by Paul Corliss, "Ground culinary centre, Lyttelton".
Liquefaction seeping out of the ground onto the garden lawn.