Skip to main content
Log in

Laboratory evaluation of grouted bulb region using cross-hole electrical resistivity tomography

  • Article
  • Published:
Geosciences Journal Aims and scope Submit manuscript

Abstract

Ground improvement by permeation grouting is widely utilized for improving engineering properties of soil. The accurate evaluation of a region improved by grouting is a critical issue to ensure the performance of grouting; nevertheless, current methods to evaluate the area of grouted bulbs under the ground are not well-documented. This study aims to use cross-hole electrical resistivity tomography (CHERT) to evaluate a grouted bulb region by considering the effect of electrode configuration at laboratory scale using a cylindrical container filled with saturated sand. Curing time monitoring was also conducted on grouted bulbs with various recovered Carbon Black (rCB) concentrations. Based on the inverted result, the predicted area of the grouted bulb was addressed, and then the error value between the actual and predicted areas was examined. The results of this study show that CHERT can be employed to assess the location and area of a grouted bulb. Also, it was observed that electrode spacing, damping factor, and curing time had significant influences on the image resolution and error value. Unlike the above-mentioned factors, change of rCB concentration ratio had only a slight effect on the image resolution. Thus, the use of a small amount of rCB as an additive material to enhance the grout strength can also provide a distinct contrast of measured resistivity between the grouted bulb and surrounding soil. In this study, a grouted bulb containing 3% of rCB is recommended based on the test results on strength characteristics. In addition, CHERT measuring can be conducted even in early stages of curing, during which it exhibits a better electrical resistivity contrast between the objective area and the surrounding soil.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Akingboye, A.S. and Ogunyele, A.C., 2019, Insight into seismic refraction and electrical resistivity tomography techniques in subsurface investigations. Rudarsko-geološko-naftni Zbornik (The Mining-Geological-Petroleum Bulletin), 34, 93–111.

    Article  Google Scholar 

  • ASTM G187-05, 2005, Standard test method for measurement of soil resistivity using two-electrode soil box method. American Society for Testing and Materials International, West Conshohocken. 6 p. https://doi.org/10.1520/G0187-05

  • ASTM C109/C109M-16a, 2016, Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). American Society for Testing and Materials International, West Conshohocken, 10 p. https://doi.org/10.1520/C0109_C0109M-16A.

    Google Scholar 

  • Bearce, R.G., Mooney, M.A., and Kessouri, P., 2016, Electrical resistivity imaging of laboratory soilcrete column geometry. Journal of Geotechnical and Geoenvironmental Engineering, 142, 04015088. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001404

    Article  Google Scholar 

  • Bellmunt, F., Marcuello, A., Ledo, J., and Queralt, P., 2016, Capability of cross-hole electrical configurations for monitoring rapid plume migration experiments. Journal of Applied Geophysics, 124, 73–82. https://doi.org/10.1016/j.jappgeo.2015.11.010

    Article  Google Scholar 

  • Bellmunt, F., Marcuello, A., Ledo, J., Queralt, P., Falgàs, E., Benjumea, B., Velasco, V., and Vázquez-Suñé, E., 2012, Time-lapse cross-hole electrical resistivity tomography monitoring effects of an urban tunnel. Journal of Applied Geophysics, 87, 60–70. https://doi.org/10.1016/j.jappgeo.2012.09.003

    Article  Google Scholar 

  • Benson, R.C., Glaccum, R.A., and Noel, M.R., 1983, Geophysical techniques for sensing buried wastes and waste migration. Report EPA-600/7-84-064, Environmental Monitoring Systems Laboratory, US Environmental Protection Agency, Las Vegas, 256 p.

    Google Scholar 

  • Brass, G., Flathe, H., and Schulz, R., 1981, Resistivity profiling with different electrode arrays over a graphite deposit. Geophysical Prospecting, 29, 589–600. https://doi.org/10.1111/j.1365-2478.1981.tb00697.x

    Article  Google Scholar 

  • Chhun, K.T., Choo, H.W., Kaothon, P., and Yune, C.Y., 2020, Experimental study on strength behavior of cement-stabilized sand with recovered carbon black. Geomechanics and Engineering, 23, 31–38. https://doi.org/10.12989/gae.2020.23.1.031

    Google Scholar 

  • Farooq, M., Park, S., Kim, J.H., Song, Y.S., Amjad Sabir, M., Umar, M., Tariq, M., and Muhammad, S., 2014, Time-lapse electrical resistivity investigations for imaging the grouting injection in shallow sub-surface cavities. The Scientific World Journal, 2014, 1–7. https://doi.org/10.1155/2014/178203

    Google Scholar 

  • Farooq, M., Park, S., Song, Y.S., Kim, J.H., Sabir, M.A., and Umar, M., 2013, Application of electrical resistivity method to evaluate the extent of mortar infiltration in subsurface cavities. Arabian Journal for Science and Engineering, 38, 111–120. https://doi.org/10.1007/s13369-012-0402-3

    Article  Google Scholar 

  • Giao, P., Cuong, Q.N., and Loke, M.H., 2011, Monitoring the chemical grouting in sandy soil by electrical resistivity tomography (ERT). Proceeding of the 1st International Workshop on Geoelectrical Monitoring (GELMON 2011), Vienna, Nov. 30-Dec. 2, 93, p. 168–178.

  • Hazreek, Z.A.M., Nizam, Z.M., Azhar, A.T.S., Aziman, M., and Shaylinda, M.Z.N., 2016, Physical modelling on detecting buried object using electrical resistivity imaging (ERI). IOP Conference Series: Materials Science and Engineering, 136, 012008.

  • Meinhard, K., Adam, D., and Lackner, R., 2010, Temperature measurements to determine the diameter of jet-grouted columns. Proceedings of the International Conference on Geotechnical Challenges in Urban Regeneration, London, May 26–28, p. 1–8.

  • Moseley, M.P. and Kirsch, K., 2004, Ground Improvement (2nd edition). CRC Press, London, 440 p. https://doi.org/10.1201/9780203489611

    Book  Google Scholar 

  • Komine H., 2000, Evaluation of chemical grouted region by resistivity tomography. Proceedings of the Institution of Civil Engineers - Ground Improvement, 4, 177–189. https://doi.org/10.1680/grim.2000.4.4.177

    Article  Google Scholar 

  • LaBrecque, D.J., Ramirez, A.L., Daily, W.D., Binley, A.M., and Schima, S.A., 1996, ERT monitoring of environmental remediation processes. Measurement Science and Technology, 7, 375–383. https://doi.org/10.1088/0957-0233/7/3/019

    Article  Google Scholar 

  • Leontarakis, K. and Apostolopoulos, G.V., 2012, Laboratory study of the cross-hole resistivity tomography: the model stacking (MOST) technique. Journal of Applied Geophysics, 80, 67–82. https://doi.org/10.1016/j.jappgeo.2012.01.005

    Article  Google Scholar 

  • Loke, M.H., Wilkinson, P.B., Chambers, J.E., and Strutt, M., 2014, Optimized arrays for 2D cross-borehole electrical tomography surveys. Geophysical Prospecting, 62, 172–189. https://doi.org/10.1111/1365-2478.12072

    Article  Google Scholar 

  • Looms, M.C., Jensen, K.H., Binley, A., and Nielsen, L., 2008, Monitoring unsaturated flow and transport using cross-borehole geophysical methods. Vadose Zone Journal, 7, 227–237. https://doi.org/10.2136/vzj2006.0129

    Article  Google Scholar 

  • Nichols, S.C. and Goodings, D.J., 2000, Effects of grout composition, depth and injection rate on compaction grouting. Proceedings of GEO-DENVER 2000 on Advances in Grouting and Ground Modification, Denver, Aug. 5–8, p. 16–31. https://doi.org/10.1061/40516(292)2

  • Niederleithinger, E., Amir, J.M., and Hübner, M., 2010, Crosshole sonic logging of secant pile walls a feasibilty study. Proceedings of the 23rd EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. Keystone, Apr. 11–15, p. 685–693. https://doi.org/10.4133/1.3445497

  • Niederleithinger, E., Guerreros, J.G., Mackens, S., and Fechner, T., 2015, Quality assurance of jet grouting columns using seismic methods. Proceedings of the Near Surface Geoscience 2015-21st European Meeting of Environmental and Engineering Geophysics, European Association of Geoscientists & Engineers, Turin, Sep. 6–10, 2015, 5 p. https://doi.org/10.3997/2214-4609.201413679

  • Nimmer, R.E., Osiensky, J.L., Binley, A.M., and Williams, B.C., 2008, Three-dimensional effects causing artifacts in two-dimensional, cross-borehole, electrical imaging. Journal of Hydrology, 359, 59–70. https://doi.org/10.1016/j.jhydrol.2008.06.022

    Article  Google Scholar 

  • Packer, M., Newman, R., Prangley, C., and Heath, I., 2018, Permeation grouting and excavation at Victoria station, London. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 171, 267–281. https://doi.org/10.1680/jgeen.17.00115

    Article  Google Scholar 

  • Palacios, A., Ledo, J.J., Linde, N., Luquot, L., Bellmunt, F., Folch, A., Marcuello, A., Queralt, P., Pezard, P.A., Martínez, L., and Val, L.D., 2020, Time-lapse cross-hole electricalresistivity tomography (CHERT) for monitoring seawater intrusion dynamics in a Mediterranean aquifer. Hydrology and Earth System Sciences, 24, 2121–2139. https://doi.org/10.5194/hess-24-2121-2020

    Article  Google Scholar 

  • Raffle, J.F. and Greenwood, D.A., 1961, The relationship between the rheological characteristics of grouts and their capacity to permeate soils. Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, Jul. 17–22. p. 789–793.

  • Rusati, P.K., Song, K.I., Yoon, Y.W., Hwang, W., and Liu, L., 2018, Electrical resistivity and elastic wave velocity of sand-cement-inorganic binder mixture. Environmental Geotechnics, 7, 318–329. https://doi.org/10.1680/jenge.17.00082

    Article  Google Scholar 

  • Simyrdanis, K., 2013, Development of tomographic geophysical techniques for the study of geotechnical and environmental problems, Greece. Ph.D. Thesis, Aristotle University of Thessaloniki, Thessaloniki, 260 p. (in Greece with English abstract).

    Google Scholar 

  • Wang, Q., Wang, S., Sloan, S.W., Sheng, D., and Pakzad, R., 2016, Experimental investigation of pressure grouting in sand. Soils and Foundations, 56, 161–173. https://doi.org/10.1016/j.sandf.2016.02.001

    Article  Google Scholar 

  • Zhang, F., Xie, X., and Huang, H., 2010, Application of ground penetrating radar in grouting evaluation for shield tunnel construction. Tunnelling and Underground Space Technology, 25, 99–107. https://doi.org/10.1016/j.tust.2009.09.006

    Article  Google Scholar 

Download references

Acknowledgments

This research was supported by a grant (code: 21SCIP-C151438-03) from Construction Technologies Program funded by Ministry of Land, Infrastructure and Transport of Korean government.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chan-Young Yune.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chhun, K.T., Yune, CY. Laboratory evaluation of grouted bulb region using cross-hole electrical resistivity tomography. Geosci J 26, 267–278 (2022). https://doi.org/10.1007/s12303-021-0029-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12303-021-0029-z

Key words

Navigation