A 15-storey residential tower on the Parramatta River foreshore had a stiff clay profile over weathered shale, the kind of geology that can amplify long-period ground motion during an earthquake. We deployed a single-station HVSR microtremor survey (Nakamura method) to capture the site’s natural frequency and peak amplification. Within a day the team recorded ambient noise across four points, generating the H/V spectral ratio curves that revealed a clear 3.2 Hz resonance peak—critical data for the structural engineer designing the foundation. Before finalising the dynamic analysis, the project also required a complementary MASW Vs30 survey to cross-check shear-wave velocity profiles, ensuring the site classification met AS 1170.4 requirements for seismic design in Sydney.

The Nakamura method isolates the ellipticity of Rayleigh waves, delivering reliable H/V peaks over the Triassic geology that underlies most of Sydney.