Geophysics in Brisbane integrates non-invasive subsurface mapping with the region’s complex geology, from Quaternary alluvium along the Brisbane River to weathered Triassic volcanic and sedimentary rocks. These investigations are critical for identifying buried channels, variable rockhead, and potential cavities before intrusive work begins. Our investigation services align with AS 1726 and Queensland’s geotechnical site investigation guidelines, ensuring that geophysical data is calibrated against direct observations such as those from an exploratory test pit to validate stratigraphic boundaries and fill thickness across a site.
Field methodology follows Australian standards for seismic refraction, electrical resistivity tomography, and ground-penetrating radar, with acquisition parameters tailored to Brisbane’s reactive clay profiles and shallow groundwater conditions. Results are correlated with in-situ mechanical data, particularly the Standard Penetration Test and In-Situ, to convert geophysical velocity or resistivity contrasts into engineering units. This approach reduces the number of boreholes required while meeting the documentation standards of local council development assessments, where geophysical cross-sections must be justified against physical logs.
Typical Brisbane projects include pre-construction site classification for residential subdivisions on slopes underlain by phyllite, detection of paleochannels beneath industrial pads near Fisherman Islands, and mapping of fracture zones for infrastructure corridors through the Neranleigh-Fernvale Beds. A field density test often supplements geophysical interpretation in compaction-controlled earthworks, providing ground-truth for density models derived from surface wave surveys. For shallow foundation design, geophysical stiffness profiles are increasingly used to screen areas before targeted plate load test programs.
The process begins with a desktop review of geological maps and borehole records, followed by field acquisition and joint inversion of multiple geophysical datasets to reduce ambiguity. Deliverables include contoured depth-to-rock surfaces, interpreted lithological cross-sections, and gridded rippability or excavatability maps referenced to AS 2870 and TMR specifications. By integrating geophysics early, developers and engineers in Brisbane gain a continuous subsurface model that optimises the positioning of subsequent Ménard pressuremeter test locations and field vane shear test profiles, reducing overall site characterisation costs and construction risk.
Multi-channel analysis of surface waves to map shear-wave velocity with depth. We deploy 24-geophone arrays and invert the dispersion curve to produce a 1D VS30 profile compliant with AS 1170.4 site classification.
Laboratory dynamic testing on undisturbed tube samples. Measures G0, modulus reduction G/G0, and damping ratio at strain levels from 0.0001% to 1%. Essential for isolation bearing stiffness calibration.
Borehole-based P-wave and S-wave velocity measurement using a three-component geophone clamped at 1 m intervals. Provides direct VS profile in weathered rock profiles typical of Brisbane.
One-dimensional equivalent-linear site response analysis using DEEPSOIL or STRATA. We input measured VS profiles and strain-dependent modulus curves to generate a site-specific design spectrum for the isolation system.
AS 1170.4:2007 (Earthquake actions in Australia), AS 1726:2017 (Geotechnical site investigations), AS 4100:2018 (Steel structures – isolation system connections), AS 4678:2002 (Earth-retaining structures)
Brisbane sites range from Class D (VS30 180–360 m/s) in deep alluvial fills along the river to Class B (VS30 760+ m/s) on fresh phyllite in the western suburbs. Most inner-city sites fall in Class Ce (360–600 m/s). We recommend a MASW survey for every project to confirm the code classification.
The investigation must extend deeper than for a conventional fixed-base building. We typically drill to 30 m or to rock, whichever comes first. Dynamic tests (VS, resonant column) are mandatory. We also measure the natural period of the soil column to check for resonance with the isolation period.
A full investigation including MASW, two boreholes with SPT, resonant column tests, and site response analysis ranges between AU$7.450 and AU$11.720. The final cost depends on the number of boreholes and the depth required to reach stiff stratum.
Yes, but the code default site class is often one class softer than the actual site. This increases the design base shear by 15% to 30% and may force a larger isolation system.