Changes to the New Zealand Building Code (NZBC) for dealing with liquefaction-prone land come into effect 29 November 2021. The following information details the requirements to have specifically designed foundations for buildings on ground identified as liquefaction-prone ground after this date.
Liquefaction is a natural process where earthquake shaking increases the water pressure in the ground in some types of soil, leading to temporary loss of soil strength. It can cause significant damage to land, buildings, infrastructure and the environment, as well as economic and social disruption.
The NZBC definition of ‘good ground’ as defined by New Zealand Standard NZS3604:2011 has now been amended to exclude ‘liquefaction’. The rationale for the change is to support safer and more resilient housing foundations for buildings on liquefaction-prone land.
This change has been made as a result of the experience of the Canterbury earthquakes, which generated widespread liquefaction, and subsequent recommendations made by the Royal Commission of Inquiry. These regulations are already in place in the Canterbury region, and will now be extended to all New Zealand.
Liquefaction risk factors
The three key factors which influence whether liquefaction occurs and how severe the ground damage will be are:
- soil condition (material type and density),
- groundwater depth, and
- earthquake shaking (duration and intensity).
Risk of an earthquake occurring in Invercargill (Seismic risk)
After assessing earthquake risk the Ministry of Business, Innovation and Employment (MBIE) has divided New Zealand into three seismic risk areas – high, medium and low. Invercargill sits in a low seismic risk area.
The New Zealand Building Code (NZBC)
B1.3.1 of the NZBC requires buildings, building elements and sitework to have a low probability of rupturing, becoming unstable, losing equilibrium or collapsing.
B1.3.2 of the NZBC requires buildings, building elements and sitework to have a low probability of causing loss of amenity through undue deformation. Designers should review the regional seismicity to determine whether liquefaction is likely to be a governing consideration in foundation design for the site. For residential timber framed buildings constructed to NZS3604 on flat sites, amenity is likely to be the governing consideration for the design and specification of foundations.
B1.3.3 of the NZBC requires anyone doing building work to take account of all physical conditions likely to affect the stability of buildings, building elements and sitework, including water, earthquake, differential movement, removal of support and many others.
What does this mean for my building work?
People applying for building consent post 29 November 2021 will need specifically designed foundations for buildings on ground identified as liquefaction-prone ground. Current ‘deemed to comply’ acceptable solutions, such as NZS3604 for foundations, are unlikely to be able to be used.
Liquefaction Vulnerability Categories
MBIE has indicated the technical category foundations used in Christchurch are likely to provide a simple compliance pathway. MBIE recommends designers consider the three technical categories for foundation design options outlined in the Canterbury Guidance:
Very Low and Low Liquefaction Vulnerability Technical Category 1 (TC1)
Medium Liquefaction Vulnerability Technical Category 2 (TC2)
High Liquefaction Vulnerability Technical Category 3 (TC3)
These TC categories were developed from observation of actual earthquake affects in the Canterbury region and don’t directly correlate to Domain A, B and C as described by the ICC’s mapping. This is an issue common to most regions of New Zealand and MBIE has provided guidance to address this – www.building.govt.nz – Changes to foundation design (external link, new window).
Designers must specify foundations to a level of resilience which reflects the importance of the structure and addresses the liquefaction hazard present. Defining the development scenario is the first step in this process. Higher importance building work will demand a higher level of rigour and confidence in the design process.
The methodology outlined is intended to inform the assessment of liquefaction hazard to support foundation design. It does not replace the need for site-specific geotechnical testing, review and interpretation by a suitably experienced engineering practitioner to establish the shallow ground conditions present and other hazards which may need to be addressed.
A geological assessment has been completed for our city showing areas that could be susceptible to liquefaction given and earthquake of sufficient type and magnitude. Tonkin & Taylor Ltd have completed a “liquefaction study of the city”.
Download the report here:
Liquefaction hazard map
Download this map for printing: