Log in

Determination of rock quality designation (RQD) using a novel geophysical approach: a case study

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

Rock mass integrity is mainly assessed by geotechnical parameters. Rock quality designation (RQD) is a reliable geomechanical parameter, extensively used in geotechnical engineering to obtain proper design of large-scale engineering infrastructures. RQD is traditionally obtained by the rock cores from the boreholes. However, the conventional methods are time-consuming and costly, offer only point-scale measurements, and have topographic constraints. Hence, the conventional determination of RQD often causes ambiguities in the evaluation of subsurface geotechnical model. Geophysical methods, alternatively, are more economical, faster, user-friendly, and non-intrusive, provide volumetric measurements, and efficiently reduce the gaps between a true geotechnical model and the insufficient drilling tests. In this study, we estimate RQD via empirical integration of ERT with inadequate well data. The estimated RQD provides the in-depth subsurface valuation of engineering rock strength covering the whole area where even no borehole is accessible. Subsurface geology was contained in a geotechnical model of three distinct layers, namely, highly fractured/weathered layer via RQD 0–50% and resistivity < 400 Ωm, partly fractured/weathered layer using RQD 50–75% and resistivity between 400 and 1000 Ωm, and integral/fresh or unweathered layer with RQD varying from 75 to 100% and resistivity > 1000 Ωm. The obtained models reduced the geological uncertainties caused by subsurface heterogeneities and the insufficient well data. Our proposed research provides a thorough appraisal of rock mass integrity for smooth advancement of engineering structures.

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

Access this article

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

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

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

Availability of data and material

Data are available on request from the corresponding author.

Code availability

Software application or custom code supports the published claims and complies with field standards.

References

  • Aizebeokhai AP, Olayinka AI, Singh VS (2010) Application of 2D and 3D geoelectrical resistivity imaging for engineering site investigation in a crystalline basement terrain, southwestern Nigeria. Environ Earth Sci 61(7):1481–1492

    Article  Google Scholar 

  • Akingboye AS, Bery AA (2022) Characteristics and rippability conditions of near-surface lithologic units (Penang Island, Malaysia) derived from multimethod geotomographic models and geostatistics. J Appl Geophys 204:104723

    Article  Google Scholar 

  • Akingboye AS, Bery AA, Kayode JS, Asulewon AM, Bello R, Agbasi OE (2022) Near-surface crustal architecture and geohydrodynamics of the crystalline basement terrain of Araromi, Akungba-Akungba-Akoko, SW Nigeria, derived from multi geophysical methods. Nat Resour Res 31(1):215–236

    Article  Google Scholar 

  • Akingboye AS, Osazuwa IB, Mohammed MZ (2020) Electrical resistivity tomography for geo-engineering investigation of subsurface defects: a case study of Etioro-Akoko highway, Ondo State, southwestern Nigeria. Studia Quaternaria 37(2):101–107

    Google Scholar 

  • Alemdag S (2015) Assessment of bearing capacity and permeability of foundation rocks at the Gumustas waste dam site, (NE Turkey) using empirical and numerical analysis. Arab J Geosci 8:1099–1110

    Article  Google Scholar 

  • Alemdag S, Sari M, Seren A (2022) Determination of rock quality designation (RQD) in metamorphic rocks: a case study (Bayburt-Kırklartepe Dam). Bull Eng Geol Env 81:214

    Article  Google Scholar 

  • Azimian A (2016) A new method for improving the RQD determination of rock core in borehole. Rock Mech Rock Eng 49:1559–1566

    Article  Google Scholar 

  • BGMR Guangdong (Bureau of Geology and Mineral Resources of Guangdong Province) (1988) Regional geology of Guangdong Province; Geology Publishing House. Bei**g, China, pp. 1–602 (in Chinese)

  • Boominathan A, Dodagoudar GR, Suganthi A, Uma Maheswari R (2008) Seismic hazard assessment of Chennai city considering local site effects. J Earth Syst Sci 117:853–863

    Article  Google Scholar 

  • Budetta P, De Riso R, De Luca C (2001) Correlations between jointing and seismic velocities in highly fractured rock masses. Bull Eng Geol Env 60(3):185–192

    Article  Google Scholar 

  • Butchibabu B, Sandeep N, Sivaram YV, Jha PC, Khan PK (2017) Bridge pier foundation evaluation using cross-hole seismic tomographic imaging. J Appl Geophys 144:104–114

    Article  Google Scholar 

  • Cardarelli E, Cercato M, Di Filippo G (2007) Assessing foundation stability and soil structure interaction through integrated geophysical techniques: a case history in Rome (Italy). Near Surface Geophys 59(3):244–259

    Google Scholar 

  • Cosenza P, Marmet E, Rejiba F, Cui YJ, Tabbagh A, Charlery Y (2006) Correlations between geotechnical and electrical data: a case study at Garchy in France. J Appl Geophys 60:165–178

    Article  Google Scholar 

  • Deer DU, Hendron AJ, Patton FD, Cording EJ (1967) Design of surface and nearsurface construction in rock. In: Fairhurst C (ed) Failure and Breakage of Rock. Society of Mining Engineers of AIME, New York, pp 237–302

    Google Scholar 

  • Deere DU, Deere DW (1988) The rock quality designation (RQD) index in practice. In: Kirkaldie L (ed) Rock Classification Systems for Engineering Purposes, ASTM STP 984. American Society for Testing and Materials, Philadelphia, pp 91–101

    Chapter  Google Scholar 

  • Diamantis K, Bellas S, Migrios G, Gartzos E (2011) Correlating wave velocities with physical, mechanical properties and petrographic characteristics of peridotites from the central Greece. Geotech Geol Eng 29:1049–1062

    Article  Google Scholar 

  • Geotomo (2007) RES2DINV Ver. 3.56. Rapid 2-D resistivity and IP inversion using the least-squares method. Available at. www.geoelectrical.com

  • Haftani M, Chehreh HA, Mehinrad A, Binazadeh K (2015) Practical investigations on use of weighted joint density to decrease the limitations of RQD measurements. Rock Mech Rock Eng 49:1551–1558

    Article  Google Scholar 

  • Hasan M, Shang Y, Meng H, Shao P, Yi X (2021) Application of electrical resistivity tomography (ERT) for rock mass quality evaluation. Sci Rep 11:23683

    Article  Google Scholar 

  • Hasan M, Shang Y, Shao P, Yi X, Meng H (2022) Geophysical research on rock mass quality evaluation for infrastructure design. Earth Space Sci 9(1)

  • Hasancebi N, Ulusay R (2007) Empirical correlations between shear wave velocity and penetration resistance for ground shaking assessments. Bull Eng Geol Environ 66:203–213

    Article  Google Scholar 

  • Hung YC, Chou HS, Lin CP (2020) Appraisal of the spatial resolution of 2d electrical resistivity tomography for geotechnical investigation. Appl Sci 10:4394

    Article  Google Scholar 

  • Kibria G, Hossain M (2016) Quantification of degree of saturation at shallow depths of earth slopes using resistivity imaging technique. J Geotech Geoenviron 142(7)

  • Kneisel C (2006) Assessment of subsurface lithology in mountain environments using 2D resistivity imaging. Geomorphology 80:32–44

    Article  Google Scholar 

  • Lin CH, Lin CP, Hung YC, Chung CC, Wu PL, Liu HC (2018) Application of geophysical methods in a dam project: Life cycle perspective and Taiwan experience. J Appl Geophys 158:82–92

    Article  Google Scholar 

  • Lin CP, Lin CH, Wu PL, Liu HC, Hung YC (2015) Applications and challenges of near surface geophysicals in geotechnical engineering. Chin J Geophys 58:2664–2680

    Google Scholar 

  • Lin D, Lou F, Yuan R, Shang Y, Zhao Y, Ma J, Zhang L (2017) Rock mass characterization for shallow granite by integrating rock core indices and seismic velocity. Int J Rock Mech Min Sci 93:130–137

    Article  Google Scholar 

  • Liu Y, Dai F, Fan P, Xu N, Dong L (2017) Experimental investigation of the influence of joint geometric configurations on the mechanical properties of intermittent jointed rock models under cyclic uniaxial compression. Rock Mech Rock Eng 50(6):1453–1471

    Article  Google Scholar 

  • Loke MH (2016) Tutorial: 2-D and 3-D electrical imaging surveys. Geotomo Software Company

  • Loke MH, Barker RD (1996) Rapid least-squares inversion of apparent resistivity pseudosections by a quasi-Newton method. Geophys Prospect 44:131–152

    Article  Google Scholar 

  • Loke MH, Frankcombe K, Rucker DF (2013) The inversion of data from complex 3-D resistivity and I.P. surveys. ASEG Extend Abstr 2013:1–4. https://doi.org/10.1071/ASEG2013ab079

    Article  Google Scholar 

  • Loperte A, Soldovieri F, Palombo A, Santini F, Llapenna V (2016) An integrated geophysical approach for water infiltration detection and characterization at Monte Cotugno rock-fill Dam (southern Italy). Eng Geol 211:162–170

    Article  Google Scholar 

  • Maslakowski M, Kowalczyk S, Mieszkowski R, Józefiak K (2014) Using electrical resistivity tomography (ERT) as a tool in geotechnical investigation of the substrate of a highway. Stud Quat 31(2):83–89

    Google Scholar 

  • Naudet V, Lazzari M, Perrone A, Loperte A, Piscitelli S, Lapenna V (2008) Integrated geophysical and geomorphological approach to investigate the snowmelt-triggered landslide of Bosco Piccolo village (Basilicata, southern Italy). Eng Geol 98:156–157

    Article  Google Scholar 

  • Nourani MH, Moghadder MT, Safari M (2017) Classification and assessment of rock mass parameters in choghart iron mine using P-wave velocity. Journal of Rock Mechanics and Geotechnical Engineering 9:318–328

    Article  Google Scholar 

  • Olayanju GM, Mogaji KA, Lim HS, Ojo TS (2017) Foundation integrity assessment using integrated geophysical and geotechnical techniques: case study in crystalline basement complex, southwestern Nigeria. Jour Geophy Eng 14(3):675–690

    Article  Google Scholar 

  • Olea RA (1974) Optimal contour map** using universal kriging. J Geophys Res Atmos 79:695–702

    Article  Google Scholar 

  • Osinowo OO, Falufosi MO (2018) 3D Electrical Resistivity Imaging (ERI) for subsurface evaluation in preengineering construction site investigation. NRIAG J Astron Geophys 7:309–317

    Article  Google Scholar 

  • Rinaldi V, Guichon M, Ferrero V, Serrano C, Ponti N (2006) Resistivity survey of the subsurface conditions in the estuary of the Rio de la Plata. J Geotech Geoenviron 132(1)

  • Salaamah AF, Fathani TF, Wilopo W (2018) Correlation of P-wave velocity with rock quality designation (RQD) in volcanic rocks. J Appl Geology 3(2):62–72

    Google Scholar 

  • Salimun N, Rafek AG, Noh KAM (2019) Correlation of seismic velocity and mechanical properties of metasandstone from CTW-1 well, Seri Iskandar, Perak, Malaysia. Warta Geologi 45(2):40–42

  • Samyn K, Mathieu F, Bitri A, Nachbaur A, Closset L (2014) Integrated geophysical approach in assessing karst presence and sinkhole susceptibility along flood-protection dykes of the Loire River, Orléans. France Eng Geol 183:170–184

    Article  Google Scholar 

  • Sari M, Seren A, Alemdag S (2020) Determination of geological structures by geophysical and geotechnical techniques in Kırklartepe Dam Site (Turkey). J Appl Geophys 182:104174

    Article  Google Scholar 

  • Sasaki Y (1992) Resolution of resistivity tomography inferred from numerical simulation. Geophys Prospect 40:453–464

    Article  Google Scholar 

  • Sharma PK, Singh TN (2008) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Env 67(1):17–22

    Article  Google Scholar 

  • Smith DL (1986) Application of the pole-dipole resistivity technique to the detection of solution cavities beneath highways. Geophysics 51:833–837

    Article  Google Scholar 

  • Sonmez H, Ercanoglu M, Dagdelenler G (2022) A novel approach to structural anisotropy classification for jointed rock masses using theoretical rock quality designation formulation adjusted to joint spacing. J Rock Mech Geotech Eng 14(2):329–345

    Article  Google Scholar 

  • Tucker SE, Briaud JL, Hurlebaus S, Everett ME, Arjwech R (2015) Electrical resistivity and induced polarization imaging for unknown bridge foundations. J Geotech Geoenviron 141(5)

  • Webring MW (1981) MINC: a gridding program based on minimum curvature: U.S. Geological Survey Open File Report. 81–1224, 41p

  • Wisen R, Christiansen AV, Dahlin T, Auken E (2008) Experience from two inversion techniques applied in three cases of geotechnical site investigation. J Geotech Geoenviron 134(12)

  • Zhang L (2016) Determination and applications of rock quality designation (RQD). J Rock Mech Geotech Eng 8:389–397

    Article  Google Scholar 

  • Zheng J, Wang X, Lü Q, Liu J, Guo J, Liu T, Deng J (2020) A contribution to relationship between volumetric joint count (Jv) and rock quality designation (RQD) in three-dimensional (3-D) space. Rock Mech Rock Eng 53(3):1485–1494

    Article  Google Scholar 

Download references

Acknowledgements

Authors would like to acknowledge the research support received from Key Laboratory of Shale Gas and Geoengineering (KLSGG), Institute of Geology and Geophysics, Chinese Academy of Sciences, Bei**g, China. Authors are thankful to all the contributors and workers of this survey, especially the anonymous reviewers who helped to improve the quality of this paper.

Funding

This research was funded by IGG’s International Fellowship Initiative (IIFI) for Post-Doctoral Fellowship (2020PD01), **njiang Key Laboratory of Geohazards Prevention (XKLGP2022K07), Key R & D Program of **njiang Uygur Autonomous Region (2022B03001-2), the Second Tibetan Plateau Scientific Expedition and Research Program (STEP) (2019QZKK0904), and the Third **njiang Scientific Expedition Program (2022xjkk1305).

Author information

Authors and Affiliations

Authors

Contributions

Muhammad Hasan: Conceptualization, Resources, Methodology, Validation, Project administration, Data curation, Supervision, Visualization, Investigation, Formal analysis, Software, Funding acquisition, Roles/Writing–original draft, Writing review and editing; Yanjun Shang: Visualization, Funding acquisition, Methodology; Xuetao Yi:, Methodology, Investigation; Peng Shao: Validation, Formal analysis; He Meng: Visualization, Data curation.

Corresponding author

Correspondence to Muhammad Hasan.

Ethics declarations

Conflict of interest

The authors declare no competing interests.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hasan, M., Shang, Y., Yi, X. et al. Determination of rock quality designation (RQD) using a novel geophysical approach: a case study. Bull Eng Geol Environ 82, 86 (2023). https://doi.org/10.1007/s10064-023-03113-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s10064-023-03113-7

Keywords

Navigation