Technical Papers
Nov 19, 2015

Electrical Resistivity Imaging of Laboratory Soilcrete Column Geometry

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 3

Abstract

Ground improvement via jet grouting is commonly used to strengthen weak ground and/or create hydraulic barriers. Delivering soilcrete columns with tightly controlled and known diameters is critical to performance; however, techniques to assess jet grout geometry during construction are lacking. This paper reports the results of a study on electrical resistivity imaging of soilcrete by investigating the effects of electrode configuration and electrical protocol type on laboratory scale soilcrete columns constructed in a tank filled with sand. Experimental results are verified via numerical modeling and the model is used to analyze the changes in soilcrete resistivity that result from geometric variation. The results of this study indicate that resistivity imaging with direct contact electrodes can estimate the diameter of laboratory scale jet grout columns to within ±5% of the as-built column diameter. A relationship between electrode spacing and column diameter is identified and quantified to more readily extend the diameter estimation approach developed in this research to field-scale geometries. Additionally, time lapse monitoring of soilcrete resistivity was performed over the course of curing. Results indicate that resistivity imaging should be performed as early as possible to obtain the greatest resistivity contrast between the soilcrete and in situ soil.

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Acknowledgments

Funding for this study was provided by the National Science Foundation under the Partnership for International Research and Education (PIRE) Program (OISE-1243539). The authors also wish to thank Dr. Ernst Niederleithinger of the BAM Federal Institute for Materials Research and Testing, and Colorado School of Mines (CSM) student, Justin Downs, for their support and assistance in this research.

References

Abu-Zeid, N., Balducci, M., Bartocci, F., Regni, R., and Santarato, G. (2009). “Indirect estimation of injected mortar volume in historical walls using the electrical resistivity tomography.” J. Cult. Heritage, 11(2), 220–227.
Abu-Zeid, N., Botteon, D., Cocco, G., and Santarato, G. (2006). “Non-invasive characterization of ancient foundations in Venice using the electrical resistivity imaging technique.” NDT&E Int., 39(1), 67–75.
Araji, A. H., Revil, A., Jardani, A., Minsley, B. J., and Karaoulis, M. (2012). “Imaging with cross-hole seismoelectric tomography.” Geophys. J. Int., 188(3), 1285–1302.
Backe, K., Lile, O., and Lyomov, S. (2001). “Characterizing curing cement slurries by electrical conductivity.” Society of Petroleum Engineers Drilling & Completion, Society of Petroleum Engineers, 201–207.
Bearce, R., Mooney, M., Niederleithinger, E., and Revil, A. (2014). “Characterization of simulated jet-grout column curing using acoustic tomography.” GeoCongress 2014, ASCE, Reston, VA.
Bruce, D. A. (2012). Specialty construction techniques for dam and levee remediation, CRC Press, Boca Raton, FL, 81–91.
Burke, G. K. (2012). “The state of practice in jet grouting.” Proc., 4th Int. Conf. on Grouting and Deep Mixing, ASCE, Reston, VA.
Chou, T. K., Chouteau, M., and Yi, M. J. (2010). COMSOL multiphysics software: Time-lapse electrical resistivity inversion, COMSOL, Burlington, MA.
Chung, D. L. L. (2004). “Electrically conductive cement-based materials.” Adv. Cem. Res., 16(4), 167–176.
Clement, R., Bergeron, M., and Moreau, S. (2011). “COMSOL multiphysics modelling for measurement device of electrical resistivity in laboratory test cell.” Proc., COMSOL Conf., COMSOL, Burlington, MA.
COMSOL Multiphysics. (2014). COMSOL multiphysics users guide, COMSOL, Burlington, MA.
Daily, W., and Ramirez, A. L. (2000). “Electrical imaging of engineered hydraulic barriers.” Geophysics, 65(1), 83–94.
Doornenbal, P., Hopman, V., and Spruit, R. (2011). “High resolution monitoring of temperature in diaphragm wall concrete.” 8th Int. Symp. on Field Measurements in GeoMechanics, Australian Centre for Geomechanics, Australia.
Duzceer, R., and Gokalp, A. (2004). “Construction and quality control of jet grouting applications in Turkey.” 3rd Int. Conf. on Grouting and Ground Treatment, ASCE, Reston, VA.
Essler, R., and Yoshida, H. (2004). “Jet grouting.” Ground improvement, 2nd Ed., CRC Press, Boca Raton, FL, 160–195.
Frappin, P. (2011). “CYLJET– An innovative method for jet grouting column diameter measurement.” 1st Int. Conf. of Engineering Geophysics, Al Ain, United Arab Emirates, Society of Exploration Geophysicists, Tulsa, OK.
Frappin, P., and Morey, J. (2001). Jet grouted column diameter measurement using the electric cylinder method, Soletanche Bachy, Internal Publication, France.
Guo, K., Milkreit, B., and Qian, W. (2014). “Geometry factor for near surface borehole resistivity surveys: A key to accurate imaging and monitoring.” GeoConvention 2014, Canadian Society of Petroleum Geologists, Calgary, Canada.
Huang, Q., and Lin, Y. (2010). “Selectivity of seismic electric signal (SES) of the 2000 Izu earthquake swarm: A 3D FEM numerical simulation model.” Proc. Jpn. Acad. Ser. B, 86(3), 257–264.
Kelekanjeri, V. S. K. G., and Gerhardt, R. (2008). “A closed-form solution for the computation of geometric correction factors for four-point resistivity measurements on cylindrical specimens.” Meas. Sci. Technol., 19, 25701.
Kim, J. H., Yi, M. J., Park, S. G., and Kim, J. G. (2009). “4-D inversion of DC resistivity monitoring data acquired over a dynamically changing earth model.” J. Appl. Geophys., 68(4), 522–532.
Madhyannapu, R., Puppala, A., Nazarian, S., and Yuan, D. (2010). “Quality assessment and quality control of deep soil mixing construction for stabilizing expansive subsoils.” J. Geotech. Geoenviron. Eng., 119–128.
Meinhard, K. (2002). “Sizing for strength.” European Foundations.
Mullins, G. (2010). “Thermal integrity profiling of drilled shafts.” J. Deep Found. Inst., 4(2), 54–64.
Niederleithinger, E., Hübner, M., and Amir, J. M. (2010). “Crosshole sonic logging of secant pile walls—A feasibility study.” Proc., Symp. on the Application of Geophysics to Environmental and Engineering Problems (SAGEEP), Vol. 2, Environmental and Engineering Geophysical Society, Denver, 685–693.
Passlick and Doerendahl. (2006). “Quality assurance in jet grouting for a deep seated slab in Amsterdam.” Piling and Deep Foundations Conf., Deep Foundations Institute, Hawthorne, NJ.
Rajabipour, F., Sant, G., and Weiss, J. (2007). “Development of electrical conducvitity-based sensors for health monitoring of concrete materials.” Transportation Research Board 2007 Annual Meeting CD-ROM, The National Academies of Sciences, Engineering, and Medicine, Washington, DC.
Revil, A., Karoulis, M., Johnson, T., and Kemna, A. (2012). “Review: Some low-frequency electrical methods for subsurface characterization and monitoring in hydrogeology.” Hydrogeol. J., 20(4), 617–658.
Rücker, C., Günther, T., and Spitzer, K. (2006). “Three-dimensional modelling and inversion of DC resistivity data incorporating topography—I. Modelling.” Geophys. J. Int., 166(2), 495–505.
Santarato, G., Ranieri, G., Occhi, M., Morelli, G., Fischanger, F., and Gualerzi, D. (2011). “Three dimensional electrical resistivity tomography to control the injection of expanding resins for the treatment and stabilization of foundation soils.” Eng. Geol., 119(1–2), 18–30.
Sellountou, E. A., and Rausche, F. (2013). Quality management by means of load testing and integrity testing of deep foundations, Pile Dynamics, Cleveland.
Spruit, R., Hopman, V., van Tol, F., and Broere, W. (2011). “Detecting defects in diaphragm walls prior to excavation.” Proc., 8th Int. Symp. on Field Measurements in GeoMechanics, ASCE, Reston, VA.
Spruit, R., van Tol, F., Broere, W., Slob, E., and Niederleithinger, N. (2014). “Detection of anomalies in diaphragm walls with crosshole sonic logging.” Can. Geotech. J., 51(4), 369–380.
T&A Survey. (2013). “3D borehole radar—Determination of jet grout column diameter.” Amsterdam, Netherlands.
Taylor, H. F. W. (1997). Cement chemistry, 2nd Ed., Academic Press, London.
Wang, S., Mu, M., Chen, D., and Ren, G. (2012). “Field design of jet grouting parameters on soilcrete columns.” Appl. Mech. Mater., 170–173, 3068–3071.
Wang, X., Yue, H., Liu, G., and Zhao, Z. (2011). “The application of COMSOL multiphysics in direct current method forward modeling.” Procedia Earth Planet. Sci., 3, 266–272.
Yi, M. J., Kim, J. H., and Son, J. S. (2009). “Borehole deviation effect in electrical resistivity tomography.” Geosci. J., 13(1), 87–102.
Yoshida, H. (2010). “The progress in jet grouting in the last 10 years in the Japanese market.” Proc., 35th Annual Conf. on Deep Foundations, Deep Foundations Institute, Hawthorne, NJ.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 3March 2016

History

Received: Apr 23, 2015
Accepted: Jul 14, 2015
Published online: Nov 19, 2015
Published in print: Mar 1, 2016
Discussion open until: Apr 19, 2016

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Authors

Affiliations

R. G. Bearce, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author). E-mail: [email protected]
M. A. Mooney, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401. E-mail: [email protected]
P. Kessouri [email protected]
Postdoctoral Researcher, Dept. of Geophysics, Colorado School of Mines, Golden, CO 80401. E-mail: [email protected]

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