Although the link below is to a commercial site, the web-pages include some citations and they are informative with lots of graphics. I have no connection with the firm. http://masw.com/WhatisMASW.html
When you say "surface holes," are you referring to boreholes drilled from the surface down into the subsurface? Or are you referring to near-surface cavities?
For oil & gas field, body wave is the main signal whereas for Geotechnical study, Surface wave (Vs component) is the key parameter as it contains around 67% of the total seismic energy generated by an imapct of source on the surface.
Multichannel Analysis of Surface Wave (MASW) Method utilizes the dispersive nature of Surface wave (Rayleigh wave) and invert it as Shear Wave velocity profile (Vs) with depth.
If you use 48-channel streamer at 1m seperation as receiver and Peg-40 hammer as source in acquisition, the resulted Vs profile after processing and inversion gives the detail approximately upto 25m-30m.
If there is a cavity, liquifacted area or any weak zone in underground, it will be indicated by very low shear wave velocity (less than 200-250m/sec) in Vs profile. Stiffer ground shows high shear wave velocity.
What do you mean by surface holes?
If there is very Low shear wave velocity near the top of ground level (1m-5m) it is mainly effect of Loose sand/gravel.
About the detection of geological anomalies, like cavities and may be surface hole with the surface wave, (if I understand what are the surface holes) we have developped in 2004 a specific processing based on signal and statistical analyses. You will find some information in published articles.
From my experiment, I consider that it is extremely difficult to detect cavities by using a classical processing such as MASW: dispersive curve picked, numerical inversion ...
One of the reason is that today, all the numerical model we can find, does not take into account the effects of a cavities on the dispersive pattern of the surface wave (Rayleigh, Love, ...).
I do not know any site about this but you will find two papers about the analyses we do on my profile. The processing is called DCOS and we present processing and results obtained on railways
To find the geophysical response of an underground cavity using MASW, you need to do 2D MASW surveys to generate 2D cross-section of shear wave velocity-depth profile for the investigated site. The cavity should have lower wave velocity comparing with the surrounding environment and would appear as low wave-velocity anomaly on the 2D cross-section, maybe you need another and different geophysical data set (like ERT data) to confirm and constrain your findings.
I used the method in PhD for site characterization (i.e. to determine shear wave velocity-depth profile) but for sure you can find some studies online using MASW for near surface cavities, try with the following link ,
Article Efficiency of MASW in detecting near-surface cavities
This the interesting and challengeable subject as I am working on it right now.
Basically, it is possible to identify the subsurface cavity in shallow depth but everything is complicated in the field test. I suggest you to use another method beside the classical MASW.
Also, I agree with my good friend Edouard Mouton , Somehow it is extremely difficult to detect cavities by using a classical MASW especially by using velocity spectrum, dispersion curve or inversion…
It could be mentioned that the considerable effect of cavity can be identified in the wave field domain by using filtering method and using different methods.