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MASW / VS30 Testing in Bendigo — Shear Wave Velocity Profiling

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Bendigo grew around its gold rush past, but beneath the legacy mines and quartz reefs lies a geotechnical story that matters for modern construction. The city straddles the Bendigo Zone, a folded sequence of sedimentary and meta-sedimentary rocks overlain by variable colluvium and alluvial terrace deposits. We see this diversity clearly when running MASW surveys across different suburbs. In our experience, knowing the shear wave velocity profile before designing foundations avoids costly surprises, especially where old workings or deep weathering profiles exist. That is why we pair surface wave testing with a detailed calicatas exploratorias to correlate seismic velocity with actual soil conditions at depth.

Illustrative image of Masw vs30 in Bendigo
In Bendigo's folded geology, a single borehole can miss the velocity contrast that defines your site class — MASW shows the full picture.

Methodology and scope

A common mistake we see from builders in Bendigo is assuming uniform ground conditions based on one test hole. The goldfields geology changes fast — you can go from hard siltstone to loose sand in 15 metres. Our MASW surveys capture that variability along a 2D profile, not just at a point. We deploy 24-channel arrays with 4.5 Hz geophones and process the dispersion curves using inversion algorithms. The output gives us VS30 values directly, which feed into the site class definitions of AS/NZS 1170. For projects where we need deeper resolution, we combine MASW with ensayo SPT boreholes to validate the velocity model against blow counts. That cross-check is critical for sites near old mining voids.
Technical reference image — Bendigo

Local considerations

The climate in central Victoria swings from drought to intense rainfall, and that moisture cycle affects the near-surface velocities we measure. After a wet winter, the top few metres can show artificially low Vs values if we don't correct for saturation. We always log weather history for the two weeks prior to a survey in Bendigo. A dry spring survey may yield a higher VS30 than the same line run in July. That contrast matters when the design relies on a Site Class D versus C boundary. We flag this in every report so the structural engineer applies appropriate conservatism.

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Technical parameters

ParameterTypical value
Array length60–115 m (24 geophones)
Frequency range4.5 Hz – 80 Hz
Depth of investigation10–35 m (site dependent)
VS30 output180–760 m/s (Site Class A–E)
Resolution1–2 m vertical intervals
Processing standardAS 1289 / Park et al. 1999

Associated technical services

01

2D MASW Profiling

Multichannel analysis of surface waves along linear arrays up to 115 m. Ideal for mapping velocity contrasts across proposed building footprints or road alignments in Bendigo.

02

VS30 Site Classification

Direct measurement of time-averaged shear wave velocity in the upper 30 m. Outputs site class per AS/NZS 1170.4 for seismic design of commercial and multi-res buildings.

03

Refraction Microtremor (ReMi)

Passive source method for deeper penetration in urban areas where active sources are restricted. Works well in central Bendigo with ambient traffic noise.

04

MASW with SPT Validation

Combined survey that pairs surface wave data with SPT boreholes at critical locations. Each SPT provides a direct check on the velocity model at that depth.

Applicable standards

AS/NZS 1170.4:2007 — Structural design actions (earthquake), AS 1289/D4428M-14 — Crosshole seismic testing, NEHRP Recommended Provisions (FEMA P-749) — Site classification

Frequently asked questions

What VS30 value triggers a Site Class D in Bendigo?

Under AS/NZS 1170.4, Site Class D corresponds to VS30 between 180 and 360 m/s. In Bendigo, we often measure values in the 250–350 m/s range across the alluvial terraces, especially near Bendigo Creek. The folded sedimentary rock areas typically return Class C (360–760 m/s).

How deep does the MASW array need to be for a two-storey building?

For a two-storey building on shallow foundations, we recommend a minimum investigation depth of 15 m, which requires an array length around 46 m. If the building includes a basement, we extend to 25–30 m depth using a 92 m array. The team adjusts the spread based on the expected shear wave velocity in that part of Bendigo.

Can MASW detect old mine shafts under a site?

MASW can identify anomalous velocity zones that may indicate backfilled shafts or stopes, but it is not a direct void detection method. The velocity contrast between intact rock and loose fill often produces a low-velocity anomaly in the dispersion curve. We recommend following up any MASW anomaly with tomografía sísmica or drilling to confirm the presence of workings.

What is the typical cost range for a MASW survey in Bendigo?

For a standard 2D MASW profile with 24 geophones and a 92 m array, the cost typically falls between AU$2,760 and AU$4,940 depending on access, line length, and whether you need SPT validation holes. This includes field acquisition, inversion processing, and a report with VS30 classification.

Location and service area

We serve projects across Bendigo.

Location and service area