The Kawakawa Bay Landslip was a 400,000m3 landslip (approximately 30m thick), which was threatening the Kawakawa Bay road and community. We undertook all aspects of geotechnical engineering from site investigations to detailed design of the preferred stabilisation option that comprised unloading 100,000m3 of soil from the head of the landslip, building a 25m high (30,000m3) reinforced earth buttress at the base of the landslip founded on a 12m wide 3m deep shear key, constructing 4,000 lined meters of sub-horizontal bored drainage and restraining the landslide with 45No. Read more

