Overview
The effects of seismic activity on liquefiable ground
Improving ground conditions in areas with soft, compressible, or liquefiable soils.
New Zealand’s dense urban areas tend to be located on alluvial plains and in coastal regions. In these coastal areas, buildings sit on sandy, shifting soils. The combination of liquefiable ground and density in these regions means that over 50% of New Zealand’s population is exposed to moderate and higher liquefaction susceptibility. Additionally, 25% of the population is exposed to high or very high liquefaction susceptibility.
Buildings in these areas could be impacted during seismic activity, with many variables determining the exact behaviour of a structure on liquefiable ground. These include the depth and stiffness of the structural foundation, magnitude of contact pressure, and the intensity of ground motion. The seismic response of the structure and soil, thickness and properties of liquefiable soil layers, and the non-liquefiable crust are other factors that could impact how liquefaction affects buildings.
The Effect of Liquefaction on Buildings & Infrastructures
There are a number of ways liquefaction can affect a building and its connecting infrastructure, including:
- Reduced bearing capacity due to the associated reduction in soil strength
- Subsidence associated with shear deformation, cyclic ratcheting, lateral spreading and ground re-levelling, and reconsolidation
- Surface ejection of soil and water (sand boils)from beneath or around foundations
- Heave of ground bearing floor slabs and buoyancy of buried pipes, tanks, chambers and basements
- Horizontal displacement and stretching of the footprint and foundation with lateral spreading.
Terefil is a Mainmark technology to create a lightweight cellular concrete.
Terefil is a Mainmark technology to create a lightweight cellular concrete. Cellular concrete has found extensive use in construction and civil engineering applications due to being lightweight while still retaining good compressive strength.
Terefil is created when a foaming agent is added to a cementitious slurry, forming a large number of air bubbles within the mixture. These air voids give cellular concrete its characteristic low density. This makes it much lighter than traditional concrete, and its highly fluid nature makes it easy to uniformly fill areas around pipes and other obstacles.
Terefil® lightweight raft
Terefil can be used as a soil replacement method, one of the principle methods to improve the ground’s seismic performance and resistance to liquefaction. In this ground improvement application, Terefil is used to create a lightweight cellular concrete raft prior to building construction. Weak, compressible or liquefiable soils are excavated to a designed depth and replaced with foamed concrete. This reduces the weight on the underlying soils and provides an engineered fill material with consistent strength and stiffness properties. The replacement method can be applied to both sands and silts.
The soil replacement method involves the removal of the insitu liquefiable soil, and replacement with a non-liquefiable material. It is useful for treatment of shallow liquefiable layers or creating a mat of engineered uniform fill to support lightweight structures.
Testimonial – Redevelopment of Wainuiomata High School using Terefil Cellular Concrete
“Mainmark played a major part in the successful completion of the Redevelopment of Wainuiomata High School carried out over 4 main stages from 2021 to 2024.
The designers picked Terefil (a lightweight cellular concrete) as a substitute for traditional ground improvement methods. The process for installation, and the completion rates that Mainmark were able to produce were very well communicated. The Mainmark team provided an awesome service. Completing the filling operations with an average of 100-130m3/ day as promised, which was largely dependent on the capacity of the local grout supplier. They brought plenty of experience to the table and did everything that they said they would.
Overall, Naylor Love were impressed. Terefil is a self-levelling and self-compacting product, making it easy to meet the level requirements through the raft construction, also the final site level. Mainmark’s quality assurance measures also ensured that the specified strength and compaction requirements of the raft was consistently achieved throughout the project. The results of which were clearly communicated through to Naylor Love in a timely fashion throughout the construction.
We were very happy with both the team on site and the team behind the scenes and wouldn’t hesitate to recommend them for future projects.”
James Prestney
Quantity Surveyor Team Leader at Naylor Love
Numerical Modelling
Mainmark has carried out numerical modelling to compare the performance of an unimproved site to both a gravel raft and Terefil raft.
The results show that the Terefil raft performs twice as well as a gravel raft at reducing differential settlement of the house, while only needing to be half the thickness.
Terefil Raft
Largest decrease in differential settlement (2 x compared to gravel raft)
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Largest decrease in total settlement
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Mitigation from liquefaction damage
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Load decrease in underlying soils
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Half the excavation depth compared to a gravel raft
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Gravel Raft
Decrease in differential settlement
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Mitigation from liquefaction damage
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Load increase compared to natural ground
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No reduction in total settlement
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No Raft
No load reduction on sub base soils
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Largest total settlement
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Largest differential settlement
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No mitigation from liquefaction damage
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Key Benefits of a Terefil Raft
Cost Effective
Save on excavation time and disposal costs compared to traditional methods.
Minimal Distruption
No vibration and can be set up 30 -60m away from excavation.
Save Time
The entire raft poured in one day. Save construction time and overall build timeline
Decreases Differential Settlement
Decreases differential settlement and can be designed to mitigate primary consolidation settlement.
Terefil® light-weight raft numerical modelling
Mainmark and Tetra Tech carried out numerical modelling to compare the performance of an unimproved soft soil site to both gravel raft and Terefil raft solutions.
The modelling takes into account the thickness and density of the Terefil, as well as site specific variables like the depth of groundwater.
Results show that a Terefil raft performs twice as well as a reinforced gravel raft. Additionally, the Terefil raft was able to reduce differential settlement at only half the thickness of the reinforced gravel raft.
If you would like a copy of this modelling for your future project, get in contact with us today and one of our Technical Sales Managers will be in touch with further information.
Terefil® Raft Ground Improvement used in the rebuild of Christchurch
The replacement of weak surface soil with dense granular fill has been a common method of ground improvement used in the rebuild of Christchurch, following the 2011 Christchurch earthquake. Ground improvement trials undertaken by EQC in 2013 proved that this method was effective at mitigating differential subsidence for lightweight structures.
This also reduces the weight on the underlying soils and provides an engineered fill material with consistent strength and stiffness properties.
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The Use Of Terefil Rafts To Control Static Settlement Under Building Loads
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Mainmark Ground Engineering (NZ) Ltd