Abstract
At present, a variety of slope stability assessment methods based on rock mass quality classification have been proposed. However, the rather mature evaluation system for different types of rock slopes is still absent. In this paper, the existing classification methods for rock slope are first discussed, then by combining the Qslope and BQ methods based on the relationship between different classification systems, a relatively simple and applicable evaluation system is proposed, which uses the BQ method to obtain the basic quality of the rock slope and then the Qslope method to revise this rating according to the geological environment of the slope. The new system can reduce field survey and subjective factors. The case study shows that the evaluation results of the rock slope using the new method coincide with the actual stability status, showing that this method can be further tested in engineering practice.
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References
Bar N, Barton N (2017) The Q-slope method for rock slope engineering. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-017-1305-0
Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39:185–216
Barton N, Bar N (2015) Introducing the Q-slope method and its intended use within civil and mining engineering projects. ISRM regional symposium EUROCK 2015 — future development of rock mechanics, 7–10 October 2015, Salzburg, Austria, pp 157–162
Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6(4):189–236
Chen Z (1995) Recent developments in slope stability analysis. In: Proceedings of the 8th international congress. ISRM, Tokyo, pp 1041–1048
Hack R, Price D, Rengers N (2003) A new approach to rock slope stability—a probability classification (SSPC). Bull Eng Geol Environ 62:167–184
Hoek E, Kaiser PK, Bawden WF (1995) Support of underground excavation in hard rock. Balkema, Rotterdam, p 105
Mazzocola DF, Hudson JA (1996) A comprehensive method of rock mass characterization for indicating natural slope instability. Q J Eng Geol 29:37–56
Nicholson DT, Hencher SR (1997) Assessing the potential for deterioration of engineered rock slopes. In: Proceedings of the IAEG symposium, Athens, pp 911–917
Robertson AM (1988) Estimating weak rock strength. In: Proceedings of the SME annual meeting, Phoenix, pp 1–5
Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of the international symposium on role of rock mechanics, Zacatecas, Mexico, pp 49–53
Romana M, Serón JB, Montalar E (2003) SMR Geomechanics classification: application, experience and validation. In: Proceedings of the international symposium on role of rock mechanics, South African Institute of Mining and Metallurgy, pp 1–4
Selby MJ (1980) A rock mass strength classification for geomorphic purposes: with tests from Antarctica and New Zeland. Z Geomorphol 24(1):31–51
Shi YC, Wang Z, Wan GR et al (2005) Study of mountain highway slope mass rating. Chin J Rock Mech Eng 24(6):939–944 (In Chinese)
Singh A (2004) FRHI—a system to evaluate and mitigate rockfall hazard in stable rock excavations. J Div Civ Eng Inst Eng (India) 85:62–75
Singh A, Connolly M (2003) VRFSR—an empirical method for determining volcanic rock excavation safety on construction sites. J Div Civ Eng Inst Eng (India) 84:176–191
Sun DY, Chen ZY, Du BH et al (1997) Modification to the RMR-SMR system for slope stability evaluation. Chin J Rock Mech Eng 16(4):297–304 (In Chinese)
The National Standards Compilation Group of People’s Republic of China (2014) GB/T 50218—2014 standard for engineering classification of rock masses. China Planning Press, Beijing (in Chinese)
Zhang YC, Huang RQ, Zhao LD et al (2010) Study of Tianshan slope rock mass rating (TSMR) system. Chin J Rock Mech Eng 29(3):617–623 (in Chinese)
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Song, Y., Xue, H. & Meng, X. Evaluation method of slope stability based on the Qslope system and BQ method. Bull Eng Geol Environ 78, 4865–4873 (2019). https://doi.org/10.1007/s10064-019-01459-5
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DOI: https://doi.org/10.1007/s10064-019-01459-5