Geotechnical

Geotechnical

7 Pentlow Place - Residential

7 Pentlow Place - Residential

Ground improvement was adopted for this high-spec two-storey residential dwelling to reduce predicted earthquake vertical settlement to within TC2 category limits. 

Hazeldean Office Development

Hazeldean Office Development

Ground improvement was adopted for two six-storey buildings owned by Calder Stewart Ltd to be constructed in the near future.

Vodafone Head Office Development

Vodafone Head Office Development

Ground improvement was adopted for this six-storey building over a surface area of 2000m². The initial proposal of soil mixing was deemed to be too expensive for a site which has minor liquefaction settlement for a 500 year earthquake.

44 Chapter Street

44 Chapter Street

Ground improvement was adopted for this high-spec two-storey residential dwelling to reduce predicted earthquake vertical settlement to within TC2 category limits. 

282 Madras Street

282 Madras Street

Ground improvement comprising 0.8m diameter stone columns in a 2m square grid arrangement was adopted for this site to reduce ground settlement from earthquake motions. The variable soil conditions beneath the site also required stone column treatment to reduce long-term ground settlement from the self-weight of the four story apartment complex.

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