Ys. Cho et Fb. Lin, Spectral analysis of surface wave response of multi-layer thin cement mortar slab structures with finite thickness, NDT E INT, 34(2), 2001, pp. 115-122
The method of spectral analysis of surface waves (SASW), a nondestructive t
esting method, has mainly been developed and used for many years in the fie
lds of geotechnical engineering and highway engineering, such as for examin
ing the material properties of pavement systems and soil media under an inf
inite half-space condition. Extensive research in this area has been focuse
d on understanding the applicability and limitations of the SASW method in
recent decades. This method consists of generation, measurement, and proces
sing of dispersive surface waves. During an SASW test, the surface of the m
edium under investigation is subject to an impact to generate surface wave
energy at various frequencies. Two vertical accelerometer receivers are set
up near the impact source to detect the energy transmitted through the tes
ting media. By recording signals in digitized form using a data acquisition
system and processing them, surface wave velocities can be obtained by con
structing a dispersion curve. Through forward modeling, the shear wave velo
cities can also be found, which can be related to various material properti
es. This paper presents the relationship between the theoretical and experi
mental compact dispersion curves when the SASW method is applied to multi-l
ayer thin cement mortar slab systems with a finite thickness. The test resu
lts of surface wave velocity obtained from the experimental compact dispers
ion curve are found to have higher values than the results obtained from th
e theoretical dispersion curve due to different boundary conditions and ref
lections from the boundaries. An experimental study was conducted to examin
e if the dispersive characteristics of a Rayleigh wave exist in the multi-l
ayer cement mortar slab systems. This study can be utilized in examining st
ructural elements of general concrete structures and can be applied in the
integrity analysis of concrete structures with a finite thickness. (C) 2001
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