Canberra’s complex residual soils and weathered sedimentary rocks demand precise laboratory classification under AS 1289, and this category covers physical property testing essential for site characterisation across the ACT. Routine grain size analysis (sieve + hydrometer) quantifies the full particle-size distribution from coarse gravel to clay fraction, which is critical for identifying potentially reactive or dispersive horizons in the Canberra Formation. For cohesive materials, Atterberg limits define the plasticity range and are mandatory for assessing shrink-swell behaviour under AS 2870, directly supporting foundation designs in suburbs built on Quaternary alluvium and deeply weathered bedrock.
These tests underpin residential slab designs, infrastructure earthworks, and stormwater infiltration assessments where AS 3798 compaction control applies. Combining particle-size data with plasticity indices gives engineers the parameters needed for seepage modelling and pavement material suitability, particularly in greenfield developments across Gungahlin and the Molonglo Valley. Our NATA-accredited laboratory ensures every result meets the National Association of Testing Authorities requirements for defensible geotechnical reporting.
Prestressed strand systems for basement propping and retaining walls where immediate load transfer and minimal deflection are critical.
Bar or strand tendons for soil nails and rock bolts that engage through ground deformation, ideal for slope stabilisation and temporary excavations.
Performance and acceptance testing to AS 4678, including load-extension monitoring and residual load assessment on site.
Evaluation of groundwater chemistry and soil resistivity to specify the correct protection class for a 50 to 100-year design life.
AS 4678-2002, AS/NZS 1170.4:2007, AS 1726:2017, AS 3600:2018
For a standard scope covering the design of a single anchor row and on-site proof testing, project fees typically range from AU$1,620 to AU$5,800. The final cost depends on the number of anchors, the required corrosion protection class, and the complexity of the site geology.
An active anchor is prestressed and locked off against the structure immediately after installation, controlling movement from the start. A passive anchor, like a soil nail, is not tensioned; it develops its resisting force as the ground deforms. We specify active anchors where settlement-sensitive structures are adjacent to the excavation.
Local groundwater in areas like the Inner North can be slightly acidic and carry sulfates from weathering rock. Combined with the seasonal wet-dry cycles in the reactive clay profiles, this creates a moderately aggressive environment. A solid double-corrosion barrier prevents tendon degradation over the structure's design life.
We conduct proof testing in accordance with AS 4678. A sacrificial anchor is loaded incrementally to 1.5 times the design load while recording displacement at each step. The creep rate over a fixed time period is measured to confirm the anchor sits within acceptable geotechnical limits before locking off production anchors.
A targeted geotechnical investigation is essential. This includes boreholes with SPTs to define rock strength and weathering grades, combined with sampling for laboratory bond strength testing. The investigation must extend at least 3 metres beyond the proposed bond zone to ensure the anchor is founded in competent material.
We serve projects across Canberra and its metropolitan area.