The DOI matches its Crossref record.
A rock mass strength classification for geomorphic purposes: with tests from Antarctica and New Zealand
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Previous research has demonstrated that a single geomorphic index is insufficient to reliably infer relative uplift rates in a vast region because uplift rates can be affected by a variety of conditions, including lithological variation which affects erosional resistance.
“Previous research has demonstrated that a single geomorphic index is insufficient to reliably infer relative uplift rates in a vast region, such as the one studied here, because uplift rates can be affected by variety of conditions, including lithological variation which affects erosional resistance (Clayton and Shamoon 1998;Bucci and Schoenbohm 2022;Selby 1980;Telbisz et al. 2013).”
From Tectonic geomorphology of the Ottawa-Bonnechere Graben, Eastern Canada: implications for regional uplift and intraplate seismicity (2023) · cites this paper as Selby 1980
Variation of rock strength might also influence ksn and Vf results.
“Aside from lithological difference, variation of rock strength might also influence the k sn and V f results as noted D r a f t 21 in Selby (1980) that the rock mass strength can affect the state of rock weathering, and the intensity and orientation of joints and fractures.”
From Tectonic geomorphology of the Ottawa-Bonnechere Graben, Eastern Canada: implications for regional uplift and intraplate seismicity (2023) · cites this paper as Selby (1980)
Citations
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No references could be resolved yet.
Research works printed but not linked: 20
- Barton, N. R. (1973): Review of a new shear-strength criterion for rock joints. - Engng. Geol. 7: 287-332. · DOI
- Bieniawski, Z. T. (1973): Engineering classification of jointed rock masses. - Trans. Sth. Afr. Inst. Civil Engr. 15: 335-344.
- Bieniawski, Z. T. (1975): The point-load test in geotechnical practice. - Eng. Geol. 9: 1-11. · DOI
- Broch, E., & J. A. Franklin (1972): The point-load strength test. - Int. J. Rock. Meeh. Min. Sei. 9: 669-697. · DOI
- Dearman, W. R. (1974): Weathering classification in the characterisation of rock for engineering purposes in British Practice. - Bull. Int. Assoc. Engng. Geol. 9: 33-42. · DOI
- Dearman, W. R. (1976): Weathering classification in the characterisation of rock: a revision. - Bull. Int. Assoc. Engng. Geol. 13: 123-127. · DOI
- Deere, D. U. (1968): Geological considerations. - In: Rock Mechanics in Engineering Practice, ed. O. C. Zienkiewicz & D. Stagg, Wiley, New York: 1-20.
- Deere, D. U., & R. P. Miller (1966): Engineering classification and index properties for intact rock. Techn. Rep. No. AFNL-TR-65-116, Air Force Weapons Laboratory, New Mexico. · DOI
- Hiramatsu, Y., & Y. Oka (1966): Determination of the tensile strength of rock by compression test of an irregular test piece. - Int. J. Rock. Meeh. Min. Sei. 3: 89-99. · DOI
- Hoskins, E. R., J. C. Jaeger & K. J. Rosengren (1967): A medium scale direct friction experiment. - Int. J. Rock Mech. Min. Sci. 5: 143-154. · DOI
- Irfan, T. Y., & W. R. Dearman (1978): Engineering classification and index properties of a weathered granite. - Bull. Int. Assoc. Eng. Geol. 17: 79-90. · DOI
- Kear, D., & J. C. Schofield (1959): Te Kuiti Group. - N. Z. J. Geol. Geophys. 2: 685-717. · DOI
- Patton, F. D. (1966): Multiple modes of shear failure in rock and related materials. - Ph. D. thesis, Univ, of Illinois, Urbana, 293 p.
- Piteau, D. R. (1973): Characterizing and extrapolating rock joint properties in engineering practice. - Rock Mech. Supp. 2: 5-31. · DOI
- Protodyakonov, M. M. (1960): New methods of determining mechanical properties of rock. - Proc. Int. Conf, on Strata Control, Paris, Paper C2: 187-195.
- Ruxton, B. P., & L. Berry (1957): The weathering of granite and associated erosional features in Hong Kong. - Bull. Geol. Soc. Amer. 68: 1263-1292. · DOI
- Serafim, J. L. (1964): Rock mechanics considerations in the design of concrete dams. - Proc. Internat. Conf, on State of Stress in the Earth’s Crust. Elsevier, New York: 611-645.
- Serafim, J. L. (1968): Influence of interstitial water on the behaviour of rock masses. - In: Rock Mechanics in Engineering Practice, ed. O. C. Zienkiewicz & D. Stagg, Wiley, New York: 55-97.
- Terzaghi, K. (1962): Stability of steep slopes in hard unweathered rock. - Geotechnique, 12: 251-270. · DOI
- Wickham, G. E., H. R. Tiedemann & E. H. Skinner (1972): Support determinations based on geologic predictions - Proc. First North Amer. Rapid Excavation and Tunnelling Conf., New York, 1: 43-64.
Cited by
Sorted by citations
Gusti, U. K., Peace, A. L., & Rimando, J. (2023) · Canadian Journal of Earth Sciences · doi:10.1139/cjes-2022-0137 · Cited by 7
Metadata
- Authors
- Selby, M. J.
- Venue
- Zeitschrift für Geomorphologie
- Publisher
- Schweizerbart
- Published
- 1980-04-11
- Volume
- 24
- Issue
- 1
- Pages
- 31-51
- ISSN
- 0372-8854
- Cited by
- 364
- References
- 0
- Language
- en
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