Estimating RQD for Rock Masses Based on a Comprehensive Approach
Source abstract
Abstract
Rock Quality Designation (RQD) is among the widely used measures of the quality of rock masses and can be derived through Monte Carlo stochastic process-based fracture network simulations. However, repeated simulations can yield variable RQD results. Here, we introduce a four-step approach that incorporates class ratio analysis to estimate the representative RQD, which includes (1) extracting the mean and confidence interval of the RQD sample, in terms of the Confidence Neutrosophic Number Cubic Value (CNNCV), (2) employing class ratio analysis to determine the thresholds of the number of virtual boreholes and that of the number of models for a given size D, beyond which the CNNCV remains substantially unchanged, (3) accepting the CNNCV at the thresholds of the number of models as the representative RQD for the model of size D (RQD(D)) and (4) determining the representative RQD (rRQD), defined as the specific value which, once D exceeds, the RQD(D) does not change significantly. The introduced approach is illustrated with a case study of an open-pit slope in China, and it was tested for its performance. The RQD calculation results of the proposed method and the traditional single-model approach exhibit differences, which diminish with increasing model sizes. At the 95% confidence level, the stable size of the RQD determined by the proposed method is 13 m, compared to 25 m for the single-model approach. This method enhances the accuracy of representative elementary volume predictions by accounting for the diversity in the simulation results of RQDs for the same size. Overall, the introduced approach offers a reliable method for obtaining RQD estimates.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Rock Mechanics and Modeling · Hydrocarbon exploration and reservoir analysis · Groundwater flow and contamination studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Civil and Environmental Engineering and Geography Science, Ningbo University, Ningbo 315211, China
Huadong Engineering Corporation Limited, Power Construction Corporation of China, Hangzhou 310014, China
Badong National Observation and Research Station of Geohazards, China University of Geosciences, Wuhan 430074, China
Funding
National Natural Science Foundation of China · Zhejiang Collaborative Innovation Center for the Prevention and Control of Mountain Geological Hazards
References (60)
Show source-provided references
1. The role of tectonic damage and brittle rock fracture in the development of large rock slope failures10.1016/j.geomorph.2008.04.010 ↗
2. Experimental study of the influence of wetting and drying cycles on the strength of intact rock samples from a red stratum in the Three Gorges Reservoir area10.1016/j.enggeo.2023.107013 ↗
3. Application and prospects of 3D printing in physical experiments of rock mass mechanics and engineering: Materials, methodologies and models10.1007/s40789-023-00567-8 ↗
4. Effects of external dynamic disturbances and structural plane on rock fracturing around deep underground cavern10.1007/s40789-022-00487-z ↗
5. Numerical study of shear behavior of intermittent rock joints with different geometrical parameters10.1016/j.ijrmms.2005.12.006 ↗
6. The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation10.1016/j.compgeo.2022.104788 ↗
7. Bayesian-based probabilistic kinematic analysis of discontinuity-controlled rock slope instabilities10.1007/s10064-016-0972-5 ↗
8. Triaxial compression behavior of large-scale jointed coal: A numerical study10.1007/s40789-022-00534-9 ↗
9. Technical description of rock cores for engineering purpose
10. The stochastic assessment of strength and deformability characteristics for a pyroclastic rock mass10.1016/j.ijrmms.2008.07.007 ↗
11. A Contribution to Relationship Between Volumetric Joint Count (Jv) and Rock Quality Designation (RQD) in Three-Dimensional (3-D) Space10.1007/s00603-019-01986-3 ↗
12. Adarmanabadi, H.R., Rasti, A., Mojtabai, N., Tabaei, M., and Razavi, M. (2023). Effects of discontinuities on the rock block geometry of dimension stone quarries: A case study. Geomech. Geoengin. Int. J.
13. Engineering classification of jointed rock masses
14. Louis, K. (1988). Rock Classification Systems for Engineering Purposes, ASTM.
15. Engineering classification of rock masses for the design of tunnel support10.1007/BF01239496 ↗
16. ISRM Suggested Methods for borehole geophysics in rock engineering10.1016/j.ijrmms.2005.09.003 ↗
17. RQD predictions based on drill performance parameters10.1016/0886-7798(96)00024-7 ↗
18. A New Method for Prediction of Rock Quality Designation in Borehole Using Energy of Rotary Drilling10.1007/s00603-020-02091-6 ↗
19. Rock Drillability Assessment and Lithology Classification Based on the Operating Parameters of a Drifter: Case Study in a Coal Mine in China10.1007/s00603-015-0723-0 ↗
20. Evaluation of the Integrity of Deep Rock Masses Using Results of Digital Borehole Televiewers10.1007/s00603-017-1173-7 ↗
21. Application of Borehole Camera Technology in Fractured Rock Mass Investigation of a Submarine Tunnel10.2112/SI83-100.1 ↗
22. Acoustic emission and ultrasonic-velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock10.1016/S0040-1951(97)00303-X ↗
23. Kepic, A., and Kieu, D.T. (2018, January 9–12). Relationships between P-Wave Velocity and Rock Quality Designation-A Clustering Perspective. Proceedings of the 24th European Meeting of Environmental and Engineering Geophysics, Porto, Portugal.10.3997/2214-4609.201802592 ↗
24. Estimation of discontinuity spacing and trace length using scanline surveys10.1016/0148-9062(81)90973-6 ↗
25. Discontinuity spacing and RQD estimates from finite length scanlines10.1016/0148-9062(84)90797-6 ↗
26. Palmstrom, A. (1985, January 15–20). Application of the volumetric joint count as a measure of rock mass jointing. Proceedings of the International Symposium on Fundamentals of Rock Joints, Centek, Luleå, Sweden.
27. The fractal character of fracture spacing and RQD10.1016/0148-9062(94)92802-9 ↗
28. Use of non-linear prediction tools to assess rock mass permeability using various discontinuity parameters10.1016/j.enggeo.2014.12.007 ↗
29. Geostatistical assessment of rock zones for tunneling10.1016/S0886-7798(02)00023-8 ↗
30. Dynamic prediction models of rock quality designation in tunneling projects10.1016/j.trgeo.2020.100497 ↗
31. Effect of layered joints on rockburst in deep tunnels10.1007/s40789-022-00489-x ↗
32. Evaluating the mechanical properties of anisotropic shale containing bedding and natural fractures with discrete element modeling10.1007/s40789-022-00473-5 ↗
33. Variation of rock quality designation (RQD) with scanline orientation and length: A case study in Korea10.1016/S1365-1609(03)00091-1 ↗
34. Determination of the optimal threshold and length measurements for RQD calculations10.1016/j.ijrmms.2012.02.005 ↗
35. Size effect of RQD and generalized representative volume elements: A case study on an underground excavation in Baihetan dam, Southwest China10.1016/j.tust.2012.12.007 ↗
36. Ding, Q., Wang, F., Chen, J., Wang, M., and Zhang, X. (2022). Research on Generalized RQD of Rock Mass Based on 3D Slope Model Established by Digital Close-Range Photogrammetry. Remote Sens., 14.10.3390/rs14092275 ↗
37. Rehman, H., Kim, J.J., and Yoo, H.K. (September, January 28). Stress reduction factor characterization for highly stressed jointed rock based on tunneling data from Pakistan. Proceedings of the 2017 International Conference on Tunnels and Underground Spaces (ICTUS17), Seoul, Republic of Korea.
38. Rock quality designation (RQD): Time to rest in peace10.1139/cgj-2016-0012 ↗
39. Expression and Analysis of Scale Effect and Anisotropy of Joint Roughness Coefficient Values Using Confidence Neutrosophic Number Cubic Values
40. Group Decision-Making Model Using the Exponential Similarity Measure of Confidence Neutrosophic Number Cubic Sets in a Fuzzy Multi-Valued Circumstance
41. Class Ratio Transform with an Application to Describing the Roughness Anisotropy of Natural Rock Joints10.1155/2020/5069627 ↗
42. On judging the admissibility of grey modeling via class ratio
43. Kun-Li, W., Jiang-Whai, D., Ting-Cheng, C., and Chia-Chang, T. (2001, January 7–10). The discussions of class ratio for AGO algorithm in grey theory. Proceedings of the 2001 IEEE International Conference on Systems, Man and Cybernetics. e-Systems and e-Man for Cybernetics in Cyberspace (Cat.No.01CH37236), Tucson, AZ, USA.10.1109/ICSMC.2001.969779 ↗
44. Shen, Y., and Wei, Y. (2009, January 17–19). The grey model based on class ratio modeling. Proceedings of the 2009 Chinese Control and Decision Conference, Guilin, China.10.1109/CCDC.2009.5192495 ↗
45. Discrete GM (1, 1) model based on sequence of stepwise ratio
46. Geostatistical modeling of Rock Quality Designation (RQD) and geotechnical zoning accounting for directional dependence and scale effect10.1016/j.enggeo.2021.106338 ↗
47. Automated mapping of rock discontinuities in 3D lidar and photogrammetry models10.1016/j.ijrmms.2012.06.003 ↗
48. Extraction and statistics of discontinuity orientation and trace length from typical fractured rock mass: A case study of the Xinchang underground research laboratory site, China10.1016/j.enggeo.2020.105553 ↗
49. Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts10.1016/j.enggeo.2009.03.004 ↗
50. Contact-free measurement of rock mass structures using the jointmetriX3D system10.1016/j.ijrmms.2004.03.058 ↗
51. Gaich, A., Poetsch, M., and Schubert, W. (2006, January 17–21). Acquisition and assessment of geometric rock mass features by true 3D images. Proceedings of the Golden Rocks 2006, the 41st U.S. Symposium on Rock Mechanics (USRMS), Golden, CO, USA.
52. Fisher, R.A. (1953, January 7). Dispersion on a sphere. Proceedings of the The Royal Society A: Mathematical, Physical and Engineering Sciences (The Royal Society), London, UK.10.1098/rspa.1953.0064 ↗
53. Minimum Scanline-to-Fracture Angle and Sample Size Required to Produce a Highly Accurate Estimate of the 3-D Fracture Orientation Distribution10.1007/s00603-018-1621-z ↗
54. A stereological interpretation of joint trace data10.1016/0148-9062(80)91084-0 ↗
55. Liu, C. (2018). Three-Dimensional Fracture Network Modeling of the Rock Mass for Datengxia Water Release Gate Foundation. [Master’s Thesis, Jilin University].
56. Characteristics Analysis of Generalized Rock Quality Designation (RQD) Based on Degree of Joint Development10.1155/2021/4702348 ↗
57. Priest, S.D. (1993). Discontinuity Analysis for Rock Engineering, Chapman & Hall. [1st ed.].10.1007/978-94-011-1498-1 ↗
58. Discontinuity spacings in rock10.1016/0148-9062(76)90818-4 ↗
59. Bear, J. (1972). Dynamics of Fluids in Porous Media, American Elsevier Publishing Company. [1st ed.].
60. REV and its properties on fracture system and mechanical properties, and an orthotropic constitutive model for a jointed rock mass in a dam site in China10.1016/j.compgeo.2012.02.010 ↗