Liquefaction

Parts of our district may be vulnerable to liquefaction following a significant earthquake.

Liquefaction is a natural process where earthquake shaking increases the groundwater pressure in some types of unconsolidated sediments and soils resulting in temporary loss of soil strength. There are three key factors which influence whether liquefaction may occur and its severity:

  • Type and density of soil and sediments 
  • Groundwater table depth
  • Duration and intensity of the earthquake shaking 

Liquefaction can result in the ejection of liquefied material to the surface (sand boils), subsidence and lateral spreading and loss of bearing strength (i.e. ability to support building foundations). This in turn can cause significant damage to land, buildings, infrastructure (particularly underground services) and the environment, as well as economic and social disruption.

Tasman Regional Liquefaction Assessment 

We are improving our knowledge about local hazards and sharing that information with affected landowners and communities. This information will be used to inform a review of the natural hazards provisions in the Tasman Resource Management Plan (TRMP), and existing Council functions and work programmes.

We have sought expert technical advice to classify areas in the District according to the following three liquefaction vulnerability categories:  

  • Liquefaction Damage is Possible – areas where the geologic setting suggests that the underlying sediments may contain units that are susceptible to liquefaction. 
  • Liquefaction Damage is Unlikely – geological units considered not susceptible to liquefaction based on their geologic description and/or depositional setting. 
  • Very Low Liquefaction Vulnerability – where there is sufficient conclusive geological information that the underlying deposit is not susceptible to liquefaction (e.g. shallow rock and fractured rock comprising landslide deposits in mountainous areas). 

Explore our map viewer which illustrates seismic liquefaction vulnerability in our District.

The methodology used to develop the liquefaction information shown on the liquefaction map viewer is described in the following report:  

Tasman Regional Liquefaction Assessment 2021 (pdf 24 MB)

The mapping was undertaken at a regional level (‘Level A’ criteria) in accordance with MBIE’s Planning and Engineering Guidance for Potentially Liquefaction-prone Land (2017).  It is based on published geological information as well as LiDAR ground elevation data and available groundwater level data.  The mapping does not include site specific subsurface investigations which are part of more detailed assessments (Level B-D mapping criteria). 

Read more about the planning and engineering guidance for potentially liquefaction-prone land on MBIE’s website(external link).  

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