Evaluation of Bridge Abutments and Bounded Wall Type Structures with Ultraseismic Waveform Tomography
Publication: Journal of Bridge Engineering
Volume 22, Issue 12
Abstract
A new ultraseismic waveform tomography technique for a bounded medium is presented for evaluation of concrete bridge abutments, or wall piers, and the supporting soil and rock underneath them. Ultraseismic wave fields are measured on top of abutments and inverted by a full waveform inversion (FWI) technique. The technique includes forward modeling to simulate wave propagation for estimated waveform data and a cross-adjoint inversion to match estimated to measured data for the extraction of material properties (S- and P-wave velocities, or VS and VP) of the tested medium. For the forward modeling, because wavelengths of the intended ultraseismic waves (200–1,200 Hz) in concrete are several times that of the thickness of a bridge abutment, the abutment is considered a thin plate. A finite-difference solution of two-dimensional (2D) elastic wave equations in a thin plate was used for the forward simulation. The presented FWI technique was applied to two synthetic data sets generated from realistic bridge abutments supported directly by soil-and-rock or pile foundations. The results revealed that the waveform analysis was able to characterize accurately both the VS and VP profiles of abutments and the supporting soil-and-rock or piles underneath them. Abutment depths, embedded low-velocity anomalies, and individual pile tops were clearly identified.
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References
Aouad, M. F., Olson, L. D., and Jalinoos, F. (1996). “Determination of unknown depth of bridge abutments using the spectral analysis of surface waves (SASW) and parallel seismic (PS) test methods.” Proc., 2nd Int. Conf., Nondestructive Testing of Concrete in the Infrastructure, Society for Experimental Mechanics, Bethel, CT.
Askan, A., Akcelik, V., Bielak, J., and Ghattas, O. (2007). “Full waveform inversion for seismic velocity and anelastic losses in heterogeneous structures.” Bull. Seismol. Soc. Am., 97(6), 1990–2008.
Ben-Hadj-Ali, H., Operto, S., and Virieux, J. (2008). “Velocity model building by 3D frequency-domain, full-waveform inversion of wide-aperture seismic data.” Geophysics, 73(5), VE101–VE117.
Brenders, A. J., and Pratt, R. G. (2007). “Full waveform tomography for lithospheric imaging: Results from a blind test in a realistic crustal model.” Geophys. J. Int., 168(1), 133–151.
Cheong, S., Pyun, S., and Shin, C. (2006). “Two efficient steepest-descent algorithms for source signature-free waveform inversion.” J. Seismic Explor., 14, 335–348.
Choi, Y., and Alkhalifah, T. (2011). “Source-independent time-domain waveform inversion using convolved wavefields: Application to the encoded multisource waveform inversion.” Geophysics, 76(5), R125–R134.
Freund, L. B. (1998). Dynamic fracture mechanics, Cambridge University Press, New York.
Hossain, M., Khan, M., Hossain, J., Kibria, G., and Taufiq, T. (2013). “Evaluation of unknown foundation depth using different NDT methods.” J. Perform. Constr. Facil., 209–214.
Jalinoos, F., Aouad, M. F., and Olson, L. D. (1996a). “Three stress-wave methods for the determination of unknown pile depths.” Proc., Stresswaves '96: 5th Int. Conf. on the Application of Stress-Wave Theory to Piles, Univ. of Florida, Gainesville, FL.
Jalinoos, F., and Olson, L. D. (1996). “Determination of unknown depth of bridge foundations using nondestructive testing methods.” Proc., Structural Materials Technology: NDT Conf., Technomic, Lancaster, PA.
Jalinoos, F., Olson, L. D., and Aouad, M. F. (1996b). “Determination of unknown depth of bridge foundations using two nondestructive seismic methods.” Proc., Symp. on the Application of Geophysics to Engineering and Environmental Problems (SAGEEP), Environment and Engineering Geophysical Society, Tulsa, OK.
Kallivokas, L. F., Fathi, A., Kucukcoban, S., Stokoe, K. H., Bielak, J., and Ghattas, O. (2013). “Site characterization using full waveform inversion.” Soil Dyn. Earthquake Eng., 47(Apr), 62–82.
Komatitsch, D., and Martin, R. (2007). “An unsplit convolutional perfectly matched layer improved at grazing incidence for the seismic wave equation.” Geophysics, 72(5), SM155–SM167.
Köhn, D., Meier, T., Fehr, M., De Nil, D., and Auras, M. (2016). “Application of 2D elastic Rayleigh waveform inversion to ultrasonic laboratory and field data.” Near Surf. Geophys., 14(5), 461–476.
Kolsky, H. (1963). Stress waves in solids, Dover, New York.
Love, A. E. H. (1944). A treatise on the mathematical theory of elasticity, Dover, New York.
Métivier, L., Bretaudeau, F., Brossier, R., Operto, S., and Virieux, J. (2014). “Full waveform inversion and the truncated Newton method: Quantitative imaging of complex subsurface structures.” Geophys. Prospect., 62(6), 1353–1375.
Mora, P. (1987). “Nonlinear two-dimensional elastic inversion of multioffset seismic data.” Geophysics, 52(9), 1211–1228.
Nguyen, D. T., Tran, K. T., and Gucunski, N. (2016a). “Detection of bridge deck delamination using full ultrasonic waveform tomography.” J. Infrastr. Syst., 04016027.
Nguyen, D. T., Tran, K. T., and McVay, M. (2016b). “Evaluation of unknown foundations using surface-based full waveform tomography.” J. Bridge Eng., 04016010.
Oliver, H., Press, F., and Ewing, M. (1954). “Two-dimensional model seismology.” Geophysics, 19(2), 202–219.
Olson, L. D., Jalinoos, F., and Marwan, F. A. (1998). “Determination of unknown subsurface bridge foundations: Geotechnical guideline 16, A summary of NCHRP 21-5 interim report.” Federal Highway Administration, Washington, DC.
Park, C. B., Miller, R. D., and Xia, J. (1999). “Multi-channel analysis of surface wave.” Geophysics, 64(3), 800–808.
Pratt, R. G. (1999). “Seismic waveform inversion in the frequency domain, Part I: Theory and verification in a physic scale model.” Geophysics, 64(3), 888–901.
Pratt, R. G., Shin, C., and Hicks, G. J. (1998). “Gauss-Newton and full Newton methods in frequency-space seismic waveform inversion.” Geophys. J. Int., 133(2), 341–362.
Prieux, V., et al. (2011). “On the footprint of anisotropy on isotropic full waveform inversion: The Valhall case study.” Geophys. J. Int., 187(3), 1495–1515.
Prieux, V., Brossier, R., Operto, S., and Virieux, J. (2013). “Multiparameter full waveform inversion of multicomponent ocean-bottom-cable data from the Valhall field. Part 1: Imaging compressional wave speed, density and attenuation.” Geophys. J. Int., 194(3), 1640–1664.
Ravaut, C., Operto, S., Improta, L., Virieux, J., Herrero, A., and Dell’Aversana, P. (2004). “Multiscale imaging of complex structures from multifold wide-aperture seismic data by frequency-domain full-wavefield tomography: Application to a thrust belt.” Geophys. J. Int., 159(3), 1032–1056.
Robinson, B., and Webster, S. (2008). “Successful testing methods for unknown bridge foundations.” Proc., 5th Highway Geophysics–NDE Conf., FHWA, Washington, DC, 101–110.
Rosenbrock, H. H. (1960). “An automatic method for finding the greatest or least value of a function.” Comput. J., 3(3), 175–184.
Ryden, N. (2004). “Surface wave testing of pavements.” Ph.D. dissertation, Lund Institute of Technology, Lund, Skåne, Sweden.
Ryden, N., and Lowe, M. (2004). “Guided wave propagation in three-layer pavement structures.” J. Acoust. Soc. Am., 116(5), 2902–2913.
Sack, D. A., and Olson, L. D. (2009). “ Combined parallel seismic and cone penetrometer testing of existing foundation for foundation length and evaluation.” Contemporary topics in deep foundations, Geotechnical special publication 185, M. Iskander, D. F. Laefer, and M. H. Hussein, eds., ASCE, Reston, VA, 544–551.
Sears, T., Singh, S., and Barton, P. (2008). “Elastic full waveform inversion of multi-component OBC seismic data.” Geophys. Prospect., 56(6), 843–862.
Sheen, D. H., Tuncay, K., Baag, C. E., and Ortoleva, P. J. (2006). “Time domain Gauss–Newton seismic waveform inversion in elastic media.” Geophys. J. Int., 167(3), 1373–1384.
Shipp, R. M., and Singh, S. C. (2002). “Two-dimensional full wavefield inversion of wide-aperture marine seismic streamer data.” Geophys. J. Int., 151(2), 325–344.
Sullivan, B., Tran, K. T., and Logston, B. (2016). “Characterization of abandoned mine voids under roadway with land-streamer seismic waves.” Transp. Res. Rec., 2580, 71–79.
Tarantola, A. (1984). “Inversion of seismic reflection data in the acoustic approximation.” Geophysics, 49(8), 1259–1266.
Tran, K. T., and Hiltunen, D. R. (2008). “ A comparison of shear wave velocity profiles from SASW, MASW, and ReMi techniques.” Geotechnical earthquake engineering and soil dynamics IV, Geotechnical special publication 181, D. Zeng, M. T. Manzari, and D. R. Hiltunen, eds., ASCE, Reston, VA.
Tran, K. T., and Hiltunen, D. R. (2012). “Two-dimensional inversion of full waveform using simulated annealing.” J. Geotech. Geoenviron. Eng., 1075–1090.
Tran, K. T., and McVay, M. (2012). “Site characterization using Gauss-Newton inversion of 2-D full seismic waveform in time domain.” Soil Dyn. Earthquake Eng., 43(Dec), 16–24.
Tran, K. T., McVay, M., Faraone, M., and Horhota, D. (2013). “Sinkhole detection using 2-D full seismic waveform tomography.” Geophysics, 78(5), R175–R183.
Virieux, J. (1986). “P–SV wave propagation in heterogeneous media: Velocity–stress finite-difference method.” Geophysics, 51(4), 889–901.
Vireux, J., and Operto, S. (2009). “An overview of full-waveform inversion in exploration geophysics.” Geophysics, 74(6), WCC1–WCC26.
Wightman, W., Jalinoos, F., Sirles, P., and Hanna, K. (2003). “ Applications of geophysical methods to related highway problems: FHWA technical manual.” Federal Highway Administration, Washington, DC.
Zerwer, A., Polak, M. A., and Santamarina, J. C. (2000). “Wave propagation in thin Plexiglas plates: Implications for Rayleigh waves.” NDT&E Int., 33(1), 33–41.
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© 2017 American Society of Civil Engineers.
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Received: Mar 6, 2017
Accepted: Jun 21, 2017
Published online: Sep 22, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 22, 2018
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