Multidisciplinary site investigations: refraction microtremor surveys

• Published in: Journal of seismology 2022-08, Vol.26 (4), p.585-598
• Main Authors: Pancha, A., Apperley, R. A.
• Format: Article
• Language: English
• Subjects: Basalt; Boreholes; Case studies; Depth; Earth and Environmental Science; Earth Sciences; Geology; Geophysical data; Geophysics/Geodesy; Geotechnical Engineering & Applied Earth Sciences; Geotechnical models; Hydrogeology; Interpolation; Linear arrays; Liquefaction; Original Article; Refraction; Risk reduction; Rock mechanics; Seismology; Shear; Soil profiles; Soil properties; Structural Geology; Surveys; Thickness; Velocity; Velocity estimation; Wave velocity
• ISSN: 1383-4649; 1573-157X
• DOI: 10.1007/s10950-021-10019-y

We present three case studies from recent site investigations that have utilised geophysical data to supplement traditional geotechnical investigations. The refraction microtremor (ReMi) method, which measures the shear-wave velocity of the subsurface soil profile, is used to enhance our overall understanding of geotechnical site conditions. Interpolation of the closely spaced one-dimensional velocity-depth profiles along linear arrays allows two- or three-dimensional velocity-versus-depth representations to be produced, thereby mapping lateral variations and extending subsurface characterisations between more expensive spot borehole measurements. The ReMi technique provides a non-invasive and cost-effective way of estimating vertical soil/rock shear-wave versus depth profiles and therefore is an effective reconnaissance tool for targeting key areas for further, more expensive intrusive investigation method. This paper examines the contribution ReMi shear-wave velocity assessments can make towards enhancing subsurface geological and geotechnical models to mitigate risk from unforeseen ground conditions. Case studies demonstrate the benefits of incorporating the shear-wave velocity estimates from ReMi into the geotechnical investigations. These include identifying the thickness of basalt flows, identifying the location of buried stream channels, characterising palaeo-topographical features, identifying areas of low velocity which may be prone to liquefaction, and assessing the thickness and velocity variations within geological units between borehole and test pit locations. The objective is not to replace traditional geotechnical investigations but allow more meaningful ground models to be developed.