Application of SASW Method Underwater
The spectral analysis of surface waves (SASW) method is a non-intrusive testing technique for determining shear wave velocity (VS) profiles of geotechnical sites using seismic interface waves (also called surface waves). Both small-scale and full-scale experiments have been conducted to develop the SASW technique for use underwater. The small-scale tests were performed to validate theoretical predictions regarding dominant types of seismic waves at the water/substrate interface. The tests clearly show a difference between soft and stiff substrates, where the definition of substrate stiffness is based on the value of the velocity of the Rayleigh-type interface wave (VR) relative to the velocity of compression waves in water (VW). In the simplest case, where the substrate is soft (VR<VW), the dominant wave was found to be the Scholte wave, whose behavior is similar to that of the Rayleigh wave on land. When the substrate is stiff (VR>VW), the dominant wave was found to be a generalized Rayleigh wave, the measurement of which is less straightforward. Two full-scale field trials were conducted on soft seafloors: one in the shallow water of a harbor and another as a ship-based experiment at sea. These trials demonstrated that the SASW method is a viable technique for characterizing underwater geotechnical sites, and that it shows promise for further development for remote operation in deep water.
Geotechnical engineering; Rayleigh waves; Shear waves; Shear waves—Measurement; Surface waves
Civil and Environmental Engineering | Construction Engineering and Management | Environmental Engineering | Geotechnical Engineering
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Stokoe, K. H.
Application of SASW Method Underwater.
Journal of Geotechnical and Geoenvironmental Engineering, 124(6),