A photograph of a UC Geology student inspecting liquefaction on Harris Crescent in Papanui.
A photograph of liquefaction in a garden in Kaiapoi.
A photograph of liquefaction in a garden in Kaiapoi.
A photograph of liquefaction in a garden in Kaiapoi.
A photograph of extensive liquefaction at a BMX track near Anzac Drive in Bexley.
A photograph of a UC Geology student inspecting liquefaction on Corhampton Street in Aranui.
A photograph of liquefaction in a garden in Kaiapoi.
Object Overview of 'Christchurch liquefaction study: Stage IV.'
Object Overview for 'Liquefaction hazard in Hurunui District'
Liquefaction silt on St Johns Street in Woolston.
Liquefaction silt on St Johns Street in Woolston.
A photograph captioned by Paul Corliss, "McCormacks Bay Park liquefaction".
A photograph of liquefaction on a street in the Christchurch central city.
A photograph captioned by Paul Corliss, "McCormacks Bay Park liquefaction".
A photograph captioned by Paul Corliss, "McCormacks Bay Park liquefaction".
A photograph of extensive liquefaction at a BMX track near Anzac Drive in Bexley.
Object Overview of 'Christchurch liquefaction study – Stage II (Beca, 2002).'
The city of Christchurch and its surrounds experienced widespread damage due to soil liquefaction induced by seismic shaking during the Canterbury earthquake sequence that began in September 2010 with the Mw7.1 Darfield earthquake. Prior to the start of this sequence, the city had a large network of strong motion stations (SMSs) installed, which were able to record a vast database of strong ground motions. This paper uses this database of strong ground motion recordings, observations of liquefaction manifestation at the ground surface, and data from a recently completed extensive geotechnical site investigation program at each SMS to assess a range of liquefaction evaluation procedures at the four SMSs in the Christchurch Central Business District (CBD). In general, the characteristics of the accelerograms recorded at each SMS correlated well with the liquefaction evaluation procedures, with low liquefaction factors of safety predicted at sites with clear liquefaction identifiers in the ground motions. However, at sites that likely liquefied at depth (as indicated by evaluation procedures and/or inferred from the characteristics of the recorded surface accelerograms), the presence of a non-liquefiable crust layer at many of the SMS locations prevented the manifestation of any surface effects. Because of this, there was not a good correlation between surface manifestation and two surface manifestation indices, the Liquefaction Potential Index (LPI) and the Liquefaction Severity Number (LSN).
Photograph captioned by Neil Macbeth, "Members of the Student Volunteer Army clearing liquefaction in earthquake-ravaged Avonside. The Student Volunteer Army are mostly University of Canterbury students who are helping to clean up the liquefaction from Christchurch properties.
Photograph captioned by Neil Macbeth, "Members of the Student Volunteer Army clearing liquefaction in earthquake-ravaged Avonside. The Student Volunteer Army are mostly University of Canterbury students who are helping to clean up the liquefaction from Christchurch properties.
Photograph captioned by Neil Macbeth, "Members of the Student Volunteer Army clearing liquefaction in earthquake-ravaged Avonside. The Student Volunteer Army are mostly University of Canterbury students who are helping to clean up the liquefaction from Christchurch properties.
Photograph captioned by Neil Macbeth, "Members of the Student Volunteer Army clearing liquefaction in earthquake-ravaged Avonside. The Student Volunteer Army are mostly University of Canterbury students who are helping to clean up the liquefaction from Christchurch properties.
A photograph of liquefaction and flooding in a reserve between Harris Crescent and Greers Road.
A photograph of flooding and liquefaction in a reserve between Greers Road and Harris Crescent.
A photograph of cracks and liquefaction at a BMX track near Anzac Drive in Bexley.
A photograph of cracks and liquefaction at a BMX track near Anzac Drive in Bexley.
A photograph of cracks and liquefaction at a BMX track near Anzac Drive in Bexley.
A photograph of flooding and liquefaction in a reserve between Greers Road and Harris Crescent.
A photograph of flooding and liquefaction in a reserve between Greers Road and Harris Crescent.
A photograph of cracks and liquefaction in Hagley Park.