The refraction microtremor (ReMi)
method provides an effective and efficient means to acquire general,
one-dimensional, information about large volumes of the subsurface with one
setup. The method can be used to estimate shear wave velocity profiles and
provide site-specific NEHRP and IBC Vs30 soil classification data.
Testing is performed at the ground surface
with no need for a specially cased borehole. Also, since this method measures
ambient seismic “noise” can be conducted in seismically noisy areas such as
construction zones and urban environments. The data acquisition consists of
setting up a linear array of geophones and recording ambient seismic “noise”. A
shear-wave dispersion curve is derived and used to model subsurface shear-wave
velocity. The effective depth of investigation is related to the length of the
geophone array.
The ReMi
method (Louie 2001) is based on spectral analysis of surface waves (SASW) and
multi-channel analysis of surface waves (MASW) as first described to the
earthquake engineering community (Nazarian and Stokoe 1984). With SASW,
shear-velocity profiles are obtained from Rayleigh-wave phase velocities
interpreted from the seismic waveforms. The SASW interpretation is performed in
the frequency domain and assumes that the most energetic arrivals are Rayleigh
waves. Applying a time-domain velocity analysis allows for separation of
Rayleigh waves from body waves and other coherent noise. The ReMi
method transforms the time-domain velocity results into the frequency domain and
combines many arrivals over a long period of time allowing for easy recognition
of dispersive surface waves.
This dispersion is displayed in p-f space where dispersion
curve picks can be made. These picks are used to model the subsurface geology
and seismic velocities. Examples of the p-f image, the dispersion curve
fitting, and the shear-wave velocity model are shown in Figure 1. The data
in Figure 1 were collected in the vicinity of a down-hole survey. Figure 2
contains a travel time graph and interval velocity profile from a down-hole
study. The shear-wave velocity model from a ReMi analysis conducted in the
vicinity of the boring is included on the Interval Velocity plot.