Pavement Testing Using Nondestructive MASW Approach
Publication: Geo-Congress 2023
ABSTRACT
In this study, the MASW testing was carried out on asphalt pavement using several accelerometers and geophones to characterize the stiffness profile of the pavement. Park’s phase-shift method was applied to the experimental data to obtain the dispersion image in the frequency-phase velocity domain. Typical pavement structures have high stiffness layers, such as the asphaltic or concrete layer above the underlying less stiff subgrade. The dispersion image for such a case shows an increasing trend of phase velocity with increased frequency, which contrasts with the normally dispersive soil profiles. This obtained dispersion curve can be easily mistaken as a single continuous curve for inversion analysis, leading to errors in the obtained profile of the pavement, which includes shear wave velocity (VS) and thickness of each layer (h). The predominant modes obtained from the fast delta matrix method for assumed pavement layers are matched with the effective dispersion curves obtained from experiments to obtain the correct results for properties of each layer. The automatic inversion using Monte Carlo-based global search algorithm gives a pavement profile that matches the extracted core sample results.
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REFERENCES
Ali Zomorodian, S. M., and Hunaidi, O. (2006). Inversion of SASW dispersion curves based on maximum flexibility coefficients in the wave number domain. Soil Dynamics and Earthquake Engineering, 26(8), 735–752. https://doi.org/10.1016/j.soildyn.2005.12.009.
Alzate-Diaz, S. P., and Popovics, J. S. (2009). Application of MASW to characterize pavement top layers. Non-destructive testing in civil engineering, NDTCE’09, France.
Buchen, P. W., and Ben-Hador, R. (1996b). Free-mode surface-wave computations. Geophysical Journal International, 124(3), 869–887. https://doi.org/10.1111/j.1365-246X.1996.tb05642.x.
Gucunski, N., and Woods, R. D. (1992). Numerical simulation of the SASW test. In Soil Dynamics and Earthquake Engineering (Vol. 11).
Kausel, E., and Roësset, J. M. (1981). Stiffness matrices for layered soils. Bulletin of the Seismological Society of America, 71(6), 1743–1761.
Kennett, B. L. N., and Kerry, N. J. (1979). Seismic waves in a stratified half space. In Geophys. J. R. Astr. Soc (Vol. 57). https://academic.oup.com/gji/article/57/3/557/681409.
Kohji Tokimatsu, B., Member, A., Tamura, S., and Kojima, H. (1992). Effects of multiple modes on Rayleigh wave dispersion characteristics. J. Geotech. Eng., 118(10): 1529–1543.
Kumar, J. (2011). A study on determining the theoretical dispersion curve for Rayleigh wave propagation. Soil Dynamics and Earthquake Engineering, 31(8), 1196–1202. https://doi.org/10.1016/j.soildyn.2011.04.003.
Lin, S., and Ashlock, J. C. (2011). A study on issues relating to testing of soils and pavements by surface wave methods. Review of Progress in Quantitative Nondestructive Evaluation AIP Conf. Proc. 1430, 1532–1539 (2012); https://doi.org/10.1063/1.4716397.
Lin, S., and Ashlock, J. C. (2015). Comparison of MASW and MSOR for surface wave testing of pavements. Journal of Environmental and Engineering Geophysics, 20(4), 277–285. https://doi.org/10.2113/JEEG20.4.277.
Lin, S., Yi, T. H., Ashlock, J., and Gucunski, N. (2022). Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trends. Earthquake Engineering and Structural Dynamics, 51(1), 240–255. https://doi.org/10.1002/eqe.3564.
Naskar, T., and Kumar, J. (2017). Predominant modes for Rayleigh wave propagation using the dynamic stiffness matrix approach. Journal of Geophysics and Engineering, 14(5), 1032–1041. https://doi.org/10.1088/1742-2140/aa6fe3.
Nazarian, S., Stokoe, K. H., and Hudson, W. R. (1983). Use of spectral analysis of surface waves method for determination of moduli and thicknesses of pavement systems. Transportation Research Record, 38–45.
Nazarian, S., and Stokoe, K. H. (1984). Nondestructive testing of pavements using surface waves. Transportation Research Record, 993, 67–79.
Olafsdottir, E. A., Erlingsson, S., and Bessason, B. (2020). Open-source MASW inversion tool aimed at shear wave velocity profiling for soil site explorations. Geosciences (Switzerland), 10(8), 1–30. https://doi.org/10.3390/geosciences10080322.
Park, C. B., Ivanov, J., Miller, R. D., and Xia, J. (2001). Seismic investigation of pavements by masw method - geophone approach. Symposium on the Application of Geophysics to Engineering and Environmental Problems. https://doi.org/10.4133/1.2922938.
Park, C. B., Miller, R. D., and Xia, J. (1998). Imaging dispersion curves of surface waves on multi-channel record. In SEG Technical Program Expanded Abstracts (pp. 1377–1380). Society of Exploration Geophysicists.
Richart, F. E., Hall, J. R., and Woods, R. D. (1970). Vibrations of Soils and Foundations. Prentice Hall Inc, Englewood Cliff, NJ.
Rydén, N., Ulriksen, P., Park, C. B., Miller, R. D., Xia, J., and Ivanov, J. (2001). High frequency MASW for non-destructive testing of pavements—Accelerometer approach. Application of Geophysics to Engineering and Environmental Problems (pp. RBA5-RBA5).
Ryden, N., Ulriksen, P., Park, C., and Miller, R. (2002). Portable Seismic Acquisition System (PSAS) For Pavement MASW. In 15th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems (pp. cp-191). European Association of Geoscientists & Engineers.
Schwab, F. A., and Knopoff, L. (1972). Fast Surface Wave and Free Mode Computations (pp. 87–180). https://doi.org/10.1016/b978-0-12-460811-5.50008-8.
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Published online: Mar 23, 2023
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