A 36 year old engineer who led the liquefaction-induced land damage recovery and research following the Canterbury Earthquake Sequence has picked up one of the most prestigious international engineering awards overnight.
Dr Sjoerd Van Ballegooy was previously made an honorary member of the Queen’s Service Order in the New Year’s Honours in 2013 in recognition of his role in the earthquake recovery. The engineer moved to New Zealand from the Netherlands as a child.
Dr Sjoerd Van Ballegooy from Tonkin + Taylor, the main author of research paper, ‘Assessment of Liquefaction-Induced Land Damage for Residential Christchurch’ was the recipient of the Earthquake Engineering Research Institute (EERI) Outstanding Paper Award in San Francisco. https://www.eeri.org/about-eeri/honors-awards/award-recipients/
“The insights that improved the understanding of liquefaction vulnerability have only been possible through the collection of an extensive dataset by EQC and the collective contribution and generous collaboration of colleagues” says Dr Sjoerd van Ballegooy.
“The work was a massive team effort with significant contribution from Professor Misko Cubrinovski from the University of Canterbury, Professor Jonathan Bray from the University of California Berkeley, Professor Thomas O’Rourke from Cornell University and incredible support from Dr Hugh Cowan, General Manager for Reinsurance, Research and Education at EQC.”
The Award is for outstanding contributions to earthquake hazard mitigation and is only awarded when a paper meets the threshold. This paper describes the land damage assessment process for Christchurch and the collection and processing of extensive data and observations related to liquefaction and was published in the Earthquake Spectra (professional journal of EERI) Volume 30, Number 1, Feb 2014.
THE PERFECT STORM FOR LIQUEFACTION:
The extent of liquefaction in the 2010-2011 Canterbury Earthquake Sequence had never been seen before and the damage caused by it is the greatest ever recorded in an urban area.
NZ’s geotechnical engineering specialists, Tonkin + Taylor were called in to assess the residential land damage and describe the Canterbury Earthquake Sequence as ‘the perfect storm for liquefaction’.
“Much of Eastern Christchurch has been built on sandy and silty soil, with shallow ground water, setting the stage for extensive liquefaction damage to occur following strong earthquake shaking. To make matters worse, thousands of homes were built on non-robust concrete slab foundations, resulting in a significant portion of the residential building portfolio being damaged beyond economic repair as a result of the liquefaction”, says Dr Sjoerd Van Ballegooy.
In order to accurately assess and categorise the land damage Tonkin + Taylor conducted over 81,000 site visits to residential properties, undertook a comprehensive series of investigations across Greater Christchurch and utilised a large amount of public and private sector data including: 26,000 borehole and Cone Penetration Tests (CPTs) ; high resolution aerial photographs; detailed field records; ground surveying records; strong ground motion recordings and depth to ground water measurements from the 1,000 wells engineers installed. Following each earthquake, detailed changes to the ground’s surface were captured and mapped using aerial laser surveys (LiDAR). All of the data sets were compiled and integrated with base surveys from Christchurch City Council to create a detailed picture of the city before, during and after the Canterbury Earthquake Sequence.
“When we began analysing all of this information we discovered that in some areas, the damage caused by liquefaction was much worse after the shaking on 13 June 2011 and 23 December 2011 despite those earthquakes being significantly smaller than the previous ones on 4 September 2010 and 22 February 2011.”
In 2013/2014, Tonkin + Taylor undertook detailed evaluation of all the data which confirmed what Dr Sjoerd van Ballegooy’s team suspected.
“The analysis showed the increased damage from the later earthquakes was because the ground surface subsidence caused by earlier earthquakes had reduced the non-liquefying crust thickness near the ground surface.”
“A combination of lateral spreading, removal of the sand and silt that was ejected to the ground surface, densification of the subsurface materials and tectonic subsidence occurring over four main events were the major factors that contributed to the reduction in thickness of the non-liquefying crust”.
“The huge body of geotechnical data that has been collated by the engineering community as a result of the Canterbury Earthquake Sequence makes it possible to predict the land damage and corresponding building damage that is likely to occur in an earthquake”.
“The lessons learned in Christchurch will enable EQC and private insurers, policy makers, architects, engineers, urban planners and other professionals to reduce the economic and social impact of liquefaction related damage from future earthquakes, in NZ and around the world,” says Dr Sjoerd Van Ballegooy.
Contributors to the paper were:
Geotechnical engineers Dr Sjoerd van Ballegooy, Pierre Malan, Virginie Lacrosse, Mike Jacka and Stephen Crawford from Tonkin + Taylor; Professor Misko Cubrinovski from the University of Canterbury; Professor Jonathan Bray from the University of California Berkeley; Professor Thomas O’Rourke from Cornell University; EQC’s Dr Hugh Cowan.
Watch Sjoerd talking about liquefaction damage in Christchurch
Sjoerd did his BE(Hons) and doctorate at Auckland University, you can read his bio here.