Technical Papers
Oct 14, 2011

Cone Penetration Test–Based Ultrasonic Probe for P-Wave Reflection Imaging of Embedded Objects

Publication: Journal of Bridge Engineering
Volume 17, Issue 6

Abstract

An ultrasonic P-wave reflection imaging probe is developed and utilized to noninvasively image the geometry of a deep foundation supporting a bridge pier. The source ultrasonic transducer emits compressive waves into saturated soil that subsequently transmits to and reflects back from an embedded object, and the receiver transducer measures the reflections that are used to construct an image. The components of the system, including the custom transducer probe and data acquisition hardware, were integrated with the nees@UCLA cone penetration testing truck. Some fundamentals of propagation of ultrasonic waves in soil are presented first, including transducer directivity, effects of unsaturation, the size of the internal scale of the soil, and transducer coupling. The system components are then presented, followed by field testing. The probe successfully imaged a pile foundation in very soft saturated clay but not in stiffer and/or unsaturated soils. The probe could be very useful for nondestructive quality assurance of structural elements constructed in situ in soft saturated soils.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers would like to thank Bill Owen and Yue Wu from the California Department of Transportation (Caltrans) for providing resources and technical oversight during the field explorations at the Carquinez Bridge site. Assistance by the nees@UCLA staff, particularly Robert Nigbor and Alberto Salamanca, is also gratefully acknowledged. Funding for this work was provided by UCLA and by Caltrans under Contract No. 59A0691. The CPT truck was utilized in collaboration with the nees@UCLA equipment site, which is funded by the George E. Brown, Jr., Network for Earthquake Engineering Simulation established by the National Science Foundation (NSF). This material is based upon research performed in a renovated collaboratory by the NSF under Grant No. 0963183, which is an award funded under the American Recovery and Reinvestment Act of 2009.

References

Biot, M. A. (1956a). “Theory of propagation of elastic waves in fluid-saturated porous solid. I. Low-frequency range.” J. Acoust. Soc. Am., 28(2), 168–178.
Biot, M. A. (1956b). “Theory of propagation of elastic waves in fluid-saturated porous solid. II. High-frequency range.” J. Acoust. Soc. Am., 28(2), 179–191.
Brandenberg, S. J., Kutter, B. L., and Wilson, D. W. (2008). “Fast stacking and phase corrections of shear wave signals in a noisy environment.” J. Geotech. Geoenviron. Eng., 134(8), 1154–1165.
Brillouin, L. (1946). Wave propagation in periodic structures, McGraw Hill, New York.
Coe, J., and Brandenberg, S. J. (2010). “P-wave reflection imaging of submerged soil models using ultrasound.” J. Geotech. Geoenviron. Eng., 136(10), 1358–1367.
Cormack, A. M. (1963). “Representation of a function by its line integrals, with some radiological applications.” J. Appl. Phys., 34(9), 2722–2727.
Doroudian, M., and Vucetic, M. (1995). “A direct simple shear device for measuring small-strain behavior.” ASTM Geotech. Test. J., 18(1), 69–85.
Grandjean, G. (2006). “A seismic multi-approach method for characterizing contaminated sites.” J. Appl. Geophys., 58(2), 87–98.
Hounsfield, G. N. (1973). “Computerized transverse axial scanning (tomography): Part 1. Description of system.” Br. J. Radiol., 46(552), 1016–1022.
Kase, E. J., and Ross, T. A. (2004). “Seismic imaging to characterize subsurface ground conditions in civil construction.” Proc., Geo-Trans ASCE Special Publication 126, ASCE, Reston, VA, 1823–1831.
Ladd, C. C. (1991). “Stability evaluation during staged construction: 22nd Terzaghi lecture.” J. Geotech. Geoenviron. Eng., 117(4), 540–615.
Lee, J. S. (2003). “High resolution geophysical techniques for small-scale soil model testing.” Ph.D. dissertation, Georgia Institute of Technology, Atlanta.
Lee, J. S., and Santamarina, J. C. (2005). “P-wave reflection imaging.” ASTM Geotech. Test. J., 28(2), 197–206.
Leedom, D.A., Krimholtz, R., and Matthaei, G. L. (1971). “Equivalent circuits for transducers having arbitrary even- or odd-symmetry piezoelectric excitation.” IEEE Trans. Sonics Ultrason., 18(3), 128–141.
Mohorovičić, A. (1977). “Potres od 8. X 1909 [Earthquake of October 8, 1909].” Godišnje Izvješće Zagrebačkog Meteorološkog Opservatorija Za Godinu 1909 [Yearly report of the Zagreb Meteorological Observatory for the year 1909], Skolska Knjiga, Zagreb, Croatia.
Naesgaard, E., Byrne, P. M., and Wijewickreme, D. (2007). “Is P-wave velocity an indicator of saturation in sand with viscous pore fluid?” Int. J. Geomech., 7(6), 437–443.
Nichols, T. C., Jr., King, K. W., Collins, D. S., and Williams, R. A. (1988). “Seismic-reflection technique used to verify shallow rebound fracture zones in the Pierre Shale of South Dakota.” Can. Geotech. J., 25(2), 369–374.
Persson, H. W., and Hertz, C. H. (1985). “Acoustic impedance matching of medical ultrasound transducers.” Ultrasonics, 23(2), 83–89.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, Wiley, New York.
Qiu, T. (2010). “Analytical solution for Biot flow induced damping in saturated soil during shear wave excitations.” J. Geotech. Geoenviron. Eng., 136(11), 1501–1509.
Santamarina, J. C., Klein, K. A., and Fam, M. A. (2001). Soils and waves: Particulate materials behavior, characterization and process monitoring, Wiley, Chicester, U.K.
Sheriff, R. E., and Geldart, L. P. (1995). Exploration seismology, Cambridge University Press, Cambridge, U.K.
Stokoe, K. H.,II, Wright, S. G., Bay, J. A., and Roesset, J. M. (1994). “Characterization of geotechnical sites by SASW method.” ISSMFE Technical Committee #10 for XIII ICSMFE, Geophysical Characterization of Sites, Balkema, Rotterdam, Netherlands, 15–25.
Terzaghi, K. (1947). Theoretical soil mechanics, 4th Ed., Wiley, New York.
Yilmaz, O. (1987). Seismic data processing, Society of Exploration Geophysicists, Tulsa, OK.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 17Issue 6November 2012
Pages: 940 - 950

History

Received: May 26, 2011
Accepted: Oct 12, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Joseph Coe, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Temple Univ., Philadelphia, PA 19122; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593. E-mail: [email protected]
Scott J. Brandenberg, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095-1593 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share