Abstract
Currently, about 28,000 bridges over water in the United States are classified as having missing key foundation information such as number and distribution of piles and pile lengths. The as-built drawings of buried concrete piles or drilled shafts are critical in assessing the hydraulic scour vulnerability of bridges. This paper presents an application of seismic waveform tomography for characterization of shaft groups. The capability of an existing 2-D Gauss–Newton seismic waveform tomography method was investigated on challenging subsurface conditions for groups of drilled shafts with various lengths within each group. The method was applied to field experimental datasets collected at the National Geotechnical Experimental Site (NGES) at College Station, Texas. The site contains two groups of four and five drilled shafts with various lengths from 10.4 to 24.1 m. Seismic wave fields were measured on the ground surface at the edges of the two pile groups, and analyzed by the 2-D waveform tomography method. Seismic results showed that waveform analysis was able to well characterize the pile groups. Individual drilled shafts and soil between them are distinguished, and lengths were also generally predicted.
Similar content being viewed by others
References
Federal Highway Administration (FHWA): Office of Bridge and Structure (2017). https://www.fhwa.dot.gov/bridge/britab.cfm
Olson, L. D., Jalinoos, F., and Marwan, F. A.: Determination of Unknown Subsurface Bridge Foundations: Geotechnical Guideline No. 16, A Summary of NCHRP 21-5 Interim Report, Federal Highway Administration, Washington (1998)
Stein, S., Sedmera, K.: Risk-Based Management Guidelines for Scour at Bridges with Unknown Foundations. NCHRP Web-Only DOCUMENT 107, Final Report for NCHRP Project 24-25 (2006)
Yousefpour, N., Medina-Cetina, Z., Briaud, J.L.: Evaluation of unknown foundations of bridges subjected to scour. J. Transp. Res. Board 2433, 27–38 (2014)
Wightman W., Jalinoos F., Sirles P., and Hanna K.: Applications of geophysical methods to related highway problems: FHWA Technical Manual (2003). http://www.ce.memphis.edu/7137/PDFs/Geophysical/geotechPdf.pdf
Davis, A.G., Dunn, C.S.: From theory to field experience with the non-destructive vibration testing of piles. Proc. Inst. Civil Eng. Part 2, 571–593 (1975)
Davis, A.G., Hertlein, B.H.: Development of nondestructive small strain methods for testing deep foundations: a review. Transp. Res. Rec. 1331, 15–20 (1991)
Paquet, J.: Etude Vibratoire des pieux en beton; response harmonique. Anna/es Inst. Technol. Batim. 21(245), 789–803 (1968)
Koten, H. van and Middendorp, P.: Testing of Foundation Piles. HERON, Joint Publication of the Department of Civil Engineering of Delft University of Technology, Delft, The Netherlands, and Institute TNO for Building Materials and Sciences, Rigswijk (ZH), The Netherlands, vol. 26, no. 4 (1981)
Douglas, R. A., and Holt J. D.: Determining Length of Installed Timber Pilings by Dispersive Wave Propagation Methods. Report: Center for Transportation Engineering Studies, North Carolina State University (1993)
Holt, J.D. and Douglas, R.A.: A Field Test Procedure for Finding the Overall Lengths of Installed Timber Piles by Dispersive Wave Propagation Methods. Technical Report No. NC/R&D/94-001, ITRE, University of North Carolina (1994)
Jalinoos, F., and Olson, L. D.: Determination of unknown depth of bridge foundations using nondestructive testing methods. Proc., Structural Materials Technology: NDT Conf., Technomic, Lancaster (1996)
Jalinoos, F., Olson, L. D., and Aouad, M. F.: Determination of unknown depth of bridge foundations using two nondestructive seismic methods. Proc., Symposium on the Application of Geophysics to Engineering and Environmental Problems (SAGEEP), Environment and Engineering Geophysical Society, Tulsa (1996)
Jalinoos, F., Olson, L. D., and Aouad, M. F.: Determination of unknown depth of bridge foundations using two nondestructive seismic methods, Proc., Symposium on the Application of Geophysics to Engineering and Environmental Problems (SAGEEP), Environment and Engineering Geophysical Society, Tulsa (1996)
Jalinoos F., Gibson A, Diehl, J., Hadfield P., and Gordon G.: Determination of Unknown Length of Sheet Piles Using Three Geophysical Logging Methods. Geophysics 2006 Conference, Saint Louis (2006)
Jalinoos, F., Tran, K.T., Nguyen, T.D., Agrawal, A.K.: Evaluation of bridge abutments and wall type structures with ultraseismic waveform tomography. J. Bridge Eng. 22(12), 04017104-1–04017104-13 (2017)
Stain, R.T.: Integrity Testing, pp. 53–73. Civil Engineering, New York (1982)
Sack, D. A., and Olson, L. D.: Combined Parallel Seismic and Cone Penetrometer Testing of Existing Foundation for Foundation Length and Evaluation. Proc., Int. Found (2009)
Hossain, M., Khan, M., Hossain, J., Kibria, G., Taufiq, T.: Evaluation of unknown foundation depth using different NDT methods. J. Perform. Constr. Facil. 27(2), 209–214 (2013)
Coe, J.T., Kermani, B.: Comparison of borehole ultrasound and borehole radar in evaluating the length of two unknown bridge foundations. DFI J. 10(1), 8–24 (2016)
Tucker, S., Briaud, J., Hurlebaus, S., Everett, M., Arjwech, R.: Electrical resistivity and induced polarization imaging for unknown bridge foundations. J. Geotech. Geoenviron. Eng. 141(5), 04015008 (2015)
Mahvelati, S., Coe, J.: T: The Use of Two Dimensional (2D) Multichannel Analysis of Surface Waves (MASW) Testing to Evaluate the Geometry of an Unknown Bridge Foundation. Geotechnical Frontiers, Orlando (2017)
Descour, J.M., and Kabir, J.J.: Imaging Piles in Bridge Foundations Using Tomography and Horizontal Seismic Reflector Tracing. Proc. Geo-Florida 2010, West Palm Beach (2010)
Nguyen, T.D., Tran, K.T., McVay, M.: Evaluation of unknown foundations using surface-based full waveform tomography. J. Bridge Eng. 21(5), 04016013 (2016)
Vireux, J., Operto, S.: An overview of full-waveform inversion in exploration geophysics. Geophysics 74(6), WCC1–WCC26 (2009)
Kallivokas, L.F., Fathi, A., Kucukcoban, S., Stokoe, K.H., Bielak, J., Ghattas, O.: Site characterization using full waveform inversion. Soil Dyn. Earthq. Eng. 47, 62–82 (2013)
Tran, K.T., McVay, M., Faraone, M., Horhota, D.: Sinkhole detection using 2-D full seismic waveform tomography. Geophysics 78(5), R175–R183 (2013)
Köhn, D., Meier, T., Fehr, M., De Nil, D., Auras, M.: Application of 2D elastic Rayleigh waveform inversion to ultrasonic laboratory and field data. Near Surf. Geophys. 14(5), 461–476 (2016)
Tran, K.T., Luke, B.: Full waveform tomography to resolve desert alluvium. Soil Dyn. Earthq. Eng. 9, 1–8 (2017)
Pratt, R.G., Shin, C., Hicks, G.J.: Gauss-Newton and full Newton methods in frequency-space seismic waveform inversion. Geophys. J. Int. 133, 341–362 (1998)
Sheen, D.H., Tuncay, K., Baag, C.E., Ortoleva, P.J.: Time domain Gauss-Newton seismic waveform inversion in elastic media. Geophys. J. Int. 167, 1373–1384 (2006)
Briaud, J.L.: The National Geotechnical Experimentation Sites at Texas A&M University: A Summary, NGES-TAMU-007 (1997)
Briaud, J.L., M. Ballouz and G. Nasr: Defect and length predictions by NDT methods for nine bored piles. Proc. Intl. Deep Foundations Congress, Orlando (2002)
Briaud, J.L., Medina-Cetina, Z., Hurlebaus, S., Everett, M., Tucker, S., Yousefpour, N. and Arjwech, R.: Unknown Foundation Determination for Scour, FHWA/TX-12/0-6604-1 (2012)
Arjwech, R.: Electrical Resistivity Imaging for Unknown Bridge Foundation Depth Determination, PhD Dissertation, Texas A&M University (2011)
Virieux, J.P.: SV wave propagation in heterogeneous media: velocity–stress finite-difference method. Geophysics 51(4), 889–901 (1986)
Kamatitsch, D., Martin, R.: An unsplit convolutional perfectly matched layer improved at grazing incidence for the seismic wave equation. Geophysics 72(5), SM155–SM167 (2007)
Tran, K.T., Hiltunen, D.R.: One-dimensional inversion of full waveform using genetic algorithm. J. Environ. Eng. Geophys. 17, 197–213 (2012)
Tran, K.T., Hiltunen, D.R.: Two-dimensional inversion of full waveform using simulated annealing. J. Geotech. Geoenviron. Eng. 138(9), 1075–1090 (2012)
Tran, K.T., and Hiltunen, D.R.: A Comparison of Shear Wave Velocity Profiles from SASW, MASW, and ReMi Techniques: Geotechnical Earthquake Engineering and Soil Dynamics IV, Geotechnical Special Publication 181 (2008)
Ernst, J.R., Maurer, H., Green, A.G., Holliger, K.: Application of a new 2D time-domain full-waveform inversion scheme to crosshole radar data. Geophysics 72, J53–J64 (2007)
Acknowledgements
This material is based upon work supported by Federal Highway Administration under contract number DTFH61-14-D-00010. Any opinions, findings and conclusions or recommendations expressed in this publication are those of the authors(s) and do not necessarily reflect the views of the Federal Highway Administration. The authors would like to thank Professors Briaud and Everett of the Texas A&M University for graduate field assistance and logistic support for the conduct of field work at the NGES test site.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher’s Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Tran, K.T., Jalinoos, F.(. & Agrawal, A.K. Characterization of Concrete Pile Groups with 2-D Seismic Waveform Tomography. J Nondestruct Eval 38, 25 (2019). https://doi.org/10.1007/s10921-019-0565-x
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s10921-019-0565-x