
A photograph of sparrows bathing themselves in liquefaction silt.
A photograph of liquefaction at Harris District Substation in Papanui.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction on Evans Avenue in New Brighton.
A photograph of liquefaction at Harris District Substation in Papanui.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction at Harris District Substation in Papanui.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction surrounding a lamp post.
Liquefaction covering a car park in north-east Christchurch.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction at a residential property in Bexley.
A photograph of liquefaction in Ferry Road.
Burst pipes and liquefaction in Bexley.
A photograph of liquefaction at Harris District Substation in Papanui.
A photograph of liquefaction at Harris District Substation in Papanui.
Liquefaction and damaged footpath on Manchester Street.
Liquefaction and damaged footpath on Manchester Street.
The 2010–2011 Canterbury earthquake sequence began with the 4 September 2010, Mw7.1 Darfield earthquake and includes up to ten events that induced liquefaction. Most notably, widespread liquefaction was induced by the Darfield and Mw6.2 Christchurch earthquakes. The combination of well-documented liquefaction response during multiple events, densely recorded ground motions for the events, and detailed subsurface characterization provides an unprecedented opportunity to add well-documented case histories to the liquefaction database. This paper presents and applies 50 high-quality cone penetration test (CPT) liquefaction case histories to evaluate three commonly used, deterministic, CPT-based simplified liquefaction evaluation procedures. While all the procedures predicted the majority of the cases correctly, the procedure proposed by Idriss and Boulanger (2008) results in the lowest error index for the case histories analyzed, thus indicating better predictions of the observed liquefaction response.
Recurrent liquefaction in Christchurch during the 2010-2011 Canterbury earthquake sequence created a wealth of shallow subsurface intrusions with geometries and orientations governed by (1) strong ground motion severity and duration, and (2) intrinsic site characteristics including liquefaction susceptibility, lateral spreading severity, geomorphic setting, host sediment heterogeneity, and anthropogenic soil modifications. We present a suite of case studies that demonstrate how each of these characteristics influenced the geologic expressions of contemporary liquefaction in the shallow subsurface. We compare contemporary features with paleo-features to show how geologic investigations of recurrent liquefaction can provide novel insights into the shaking characteristics of modern and paleo-earthquakes, the influence of geomorphology on liquefaction vulnerability, and the possible controls of anthropogenic activity on the geologic record. We conclude that (a) sites of paleo-liquefaction in the last 1000-2000 years corresponded with most severe liquefaction during the Canterbury earthquake sequence, (b) less vulnerable sites that only liquefied in the strongest and most proximal contemporary earthquakes are unlikely to have liquefied in the last 1000-2000 years or more, (c) proximal strong earthquakes with large vertical accelerations favoured sill formation at some locations, (d) contemporary liquefaction was more severe than paleoliquefaction at all study sites, and (e) stratigraphic records of successive dike formation were more complete at sites with severe lateral spreading, (f) anthropogenic fill suppressed surface liquefaction features and altered subsurface liquefaction architecture.
A photograph of liquefaction in a paddock.
Piles of liquefaction in a park in Avonside.
A photograph of liquefaction mounds in the Heathcote Avon Estuary.
Liquefaction inside McDonald Hartshorne on Manchester Street.
A photograph of liquefaction in a residential area.
A photograph of liquefaction mounds in the Heathcote Avon Estuary.
A photograph of liquefaction mounds in the Heathcote Avon Estuary.
A photograph of liquefaction mounds in the Heathcote Avon Estuary.