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› Seismic Explorations<br />

26<br />

› M.A.S.W. (Multichannel Analysis of Surface Waves)<br />

The MASW (Multichannel Analysis of<br />

Surface Waves) technique has the objective<br />

to identify variation profiles<br />

with the depth of the speeds of volume<br />

waves (Vp and Vs). The method<br />

is based on the known relations between<br />

these speeds and the dispersion<br />

of surface (or Rayleigh) waves<br />

observed when propagating through<br />

a stratified elastic medium. The analysis<br />

can be based on signals produced<br />

with a borehole on site by acquisition<br />

device (with a ram or explosion), or on<br />

the recording of the vibrations produced<br />

by far away sources (rives, industrial<br />

activities, traffic, etc).<br />

In the first case, we are talking about<br />

active MASW, with which it is possible<br />

to explore a few tens of metres of<br />

sub-soil, and in the second case, we<br />

are talking about passive MASW, that<br />

allows to reach greater depths, in particular<br />

conditions.<br />

Passive MA.S.W. is used with the purpose<br />

to obtain a speed profile 1D of<br />

the elastic waves of cut S. The technique<br />

consists in the recording of the<br />

“seismic noise” in temporal windows<br />

and following study of the signal<br />

processed. It is carried out by arranging<br />

a bidimensional geophonic chain<br />

with low resonant frequency in line<br />

or in “array” (circular and irregular geometries)<br />

and measuring the environmental<br />

noise. From the F-K analysis<br />

(frequency-space) of the wave-trains,<br />

it is possible to obtain a dispersion<br />

curve of surface waves that leads<br />

to the calculation of the speed profile<br />

of the shear waves and estimate<br />

of a coverage in relation to the semispace.<br />

› S.A.S.W. (Spectral Analysis of Surface Waves)<br />

The Spectral analysis of Surface Waves<br />

SASW allows to determine the speed<br />

profile of the shear waves of a particular<br />

ground. The method is based on<br />

the use of the dispersive properties<br />

of surface waves (Rayleigh) generated<br />

by a surface impulsive input. The<br />

depths explored vary from a few centimetres<br />

(road floors) to a few tens of<br />

metres. SASW is carried out by placing<br />

2 geophones in line, in the ground,<br />

with oscillation frequency from 14<br />

to 1 Hz, and registering the seismograms.<br />

The speeds profile of waves Vs<br />

is obtained from studying the phase<br />

speeds of Rayleigh waves. The data<br />

elaboration consists in determining<br />

the Coherence function, the Cross<br />

Power Spectrum phase and the construction<br />

of the dispersion curves<br />

of the Speed during the experimental<br />

phase in depth. In conclusion, the<br />

propagation phenomenon of the surface<br />

waves is simulated with the purpose<br />

to identify the rigidity profile<br />

reproduced by the experimental dispersion<br />

curve.

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