In part I of this study, the great practical importance of the onset of stable crack growth was out-lined, since several researchers have supported that it can serve as a more realistic estimation of the in-situ spalling strength of the rock mass, in comparison with the more frequently used uniaxi-al compressive strength. Moreover, a short review was also provided regarding the empirical techniques that have been proposed in the last six decades for the prediction of the crack initiation stress. The main criticism of each method was also mentioned. Subsequently, a new method was proposed, based on the Trapezoid Rule, an elementary calculus approximation technique. The lat-ter technique possesses a strong and robust physical explanation, easy application, and complete objectiveness. The Trapezoid Rule method was applied to ten rock specimens, eight marbles and two vesicular basalts, that were subjected to uniaxial compressive tests. The results of the newly suggested method were compared to those obtained using the established methods of the existing literature. Ultimately, it displayed exceptionally close results with all other methods for the ten specimens, thus indicating that it can accurately and consistently predict the crack initiation stress for the two rock types.
Papadomarkakis, D. The Conundrum of the Crack Initiation Stress of Rock Type Material – I. The Trapezoid Rule Method. Rock Mechanics Letters, 2025, 2, 20. doi:10.70425/rml.202503.20
AMA Style
Papadomarkakis D. The Conundrum of the Crack Initiation Stress of Rock Type Material – I. The Trapezoid Rule Method. Rock Mechanics Letters; 2025, 2(3):20. doi:10.70425/rml.202503.20
Chicago/Turabian Style
Papadomarkakis, Dimitrios 2025. "The Conundrum of the Crack Initiation Stress of Rock Type Material – I. The Trapezoid Rule Method" Rock Mechanics Letters 2, no.3:20. doi:10.70425/rml.202503.20
APA Style
Papadomarkakis, D. (2025). The Conundrum of the Crack Initiation Stress of Rock Type Material – I. The Trapezoid Rule Method. Rock Mechanics Letters, 2(3), 20. doi:10.70425/rml.202503.20
Article Metrics
Article Access Statistics
References
Brace WF, Paulding BW, Scholz C. Dilatancy in the fracture of crystalline rocks. Journal of Geophysical Research. 1966; 71(16): 3939-3953. Doi:https://doi.org/10.1029/JZ071i016p03939
Bieniawski ZT. Mechanism of brittle fracture of rock, part I – theory of the fracture process. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1967; 4(4): 395-404. Doi:https://doi.org/10.1016/0148-9062(67)90030-7
Lajtai EZ. Brittle fracture in compression. International Journal of Fracture. 1974; 10(4): 525-536. Doi:https://doi.org/10.1007/BF00155255
Stacey TR. A simple extension strain criterion for fracture of brittle rock. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1981; 18(6): 469-474. Doi:https://doi.org/10.1016/0148-9062(81)90511-8
Martin CD, Chandler NA. The progressive fracture of Lac du Bonnet granite. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1994; 31(8): 643-659. Doi:https://doi.org/10.1016/0148-9062(94)90005-1
Eberhardt E, Stead D, Stimpson B, Read R. Identifying crack initiation and propagation thresholds in brittle rocks. Canadian Geotechnical Journal. 1998; 35(2): 222-233. Doi:https://doi.org/10.1139/t97-091
Diederichs MS. The 2003 Canadian Geotechnical Colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling. Canadian Geotechnical Journal. 2007; 44(9): 1082-1116. Doi:https://doi.org/10.1139/T07-033
Nicksiar M, Martin CD. Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks. Rock Mechanics and Rock Engineering. 2012; 45: 607-617. Doi:https://doi.org/10.1007/s00603-012-0221-6
Zhao XG, Cai M, Wang J, Ma LK. Damage stress and acoustic emission characteristics of Beishan granite. International Journal of Rock Mechanics and Mining Sciences. 2013; 64: 258-269. Doi:http://dx.doi.org/10.1016/j.ijrmms.2013.09.003
Zhao XG, Cai M, Wang J, Li PF, Ma LK. Objective determination of crack initiation stress of brittle rocks under compression using AE measurement. Rock Mechanics and Rock Engineering. 2015; 48: 2473-2484. Doi:https://doi.org/10.1007/s00603-014-0703-9
Wen T, Tang HM, Ma JW, Wang YK. Evaluation of methods for determining crack initiation stress under compression. Engineering Geology. 2018; 235: 81-97. Doi:https://doi.org/10.1016/j.enggeo.2018.01.018
Tang MH, Wang GB, Chen SW, Yang CH. An objective crack initiation stress identification method for brittle rock under compression using a reference line. Rock Mechanics and Rock Engineering. 2021; 54: 4283-4298. Doi:https://doi.org/10.1007/s00603-021-02479-y
Wen D, Wang X, Ding H, Fu Z. Estimation of Crack Initiation Stress Based on Axial Crack Strain Expansion Rate. Rock Mechanics and Rock Engineering. 2023; 56: 1025-1041. Doi:https://doi.org/10.1007/s00603-022-03113-1
Li H, Zhong R, Pel L, Smeulders D, You Z. A New Volumetric Strain-Based Method for Determining the Crack Initiation Threshold for Rocks Under Compression. Rock Mechanics and Rock Engineering. 2024; 57: 1329-1351. Doi:https://doi.org/10.1007/s00603-023-03619-2
Fairhurst C, Cook NGW. The phenomenon of rock splitting parallel to the direction of maximum compression in the neighborhood of a surface. Proceedings of the 1st congress of the international society of rock mechanics, September 25 – October 1, 1966, Lisbon, Portugal, pp. 563-577.
Hoek E, Brown ET. Underground excavations in rock. The Institution of Mining and Metallurgy, London.
Martin CD, Kaiser PK, McCreath DR. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels. Canadian Geotechnical Journal. 1999; 36(1): 136-151. Doi:https://doi.org/10.1139/t98-072
Rojat F, Labiouse V, Kaiser PK, Descoeudres F. Brittle rock failure in Steg Lateral Adit of the Lötschberg Base Tunnel. Rock Mechanics and Rock Engineering. 2009; 42: 341-359. Doi:https://doi.org/10.1007/s00603-008-0015-z
Martin CD, Christiansson R. Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock. International Journal of Rock Mechanics and Mining Sciences. 2009; 46(2): 219-228. Doi:https://doi.org/10.1016/j.ijrmms.2008.03.001
Andersson C, Martin CD, Stille H. The Äspö pillar stability experiment: part II – rock mass response to coupled excavation-induced and thermal-induced stresses. International Journal of Rock Mechanics and Mining Sciences. 2009; 46(5): 865-878. Doi:https://doi.org/10.1016/j.ijrmms.2009.03.002
ISRM. Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determining deformability of rock material in uniaxial compression. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1979; 16(2): 138-140. Doi:https://doi.org/10.1016/0148-9062(79)91451-7
Choquette PW, Pray LC. Geologic Nomenclature and Classification of Porosity in Sedimentary Carbonates. AAPG Bulletin. 1970; 54(2): 207-250. Doi:https://doi.org/10.1306/5D25C98B-16C1-11D7-8645000102C1865D
Al-Harthi AA, Al-Amri RM, Shehata WM. The porosity and engineering properties of vesicular basalt in Saudi Arabia. Engineering Geology. 1999; 54(3-4): 313-320. Doi:https://doi.org/10.1016/S0013-7952(99)00050-2
Zhang Z, Liang Z, Tang C, Kishida K. A Comparative Study of Current Methods for Determining Stress Thresholds of Rock Subjected to Compression. Rock Mechanics and Rock Engineering. 2023; 56: 7795-7818. Doi:https://doi.org/10.1007/s00603-023-03480-3
Griffith AA. The phenomenon of rupture and flow in solids. Philosophical Transactions of the Royal Society London. 1921; 221(582-593): 163-198. Doi:https://doi.org/10.1098/rsta.1921.0006
Griffith AA. The Theory of Rupture. Proceedings of the 1st International Congress on Applied Mechanics, Delft, Netherlands. 1924; 55-63.