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Rock Mechanics Letters

Open Access Research Article

The Conundrum of the Crack Initiation Stress of Rock Type Material – II. The Second Derivative Method

by Dimitrios Papadomarkakis 1,*
1
Laboratory of Tunneling, School of Mining and Metallurgical Engineering, National Technical University of Athens, Zografou Campus, Athens, Greece
*
Author to whom correspondence should be addressed.
Received: 18 July 2025 / Accepted: 7 August 2025 / Published Online: 9 August 2025

Abstract

In part II of this study, a second method for the prediction of the crack initiation stress was sug-gested. The new technique is based on an elementary mathematical calculus theory. Particularly, the one that supports that the points where the second derivative of a function is equal to zero can be considered as possible inflection points of the function. The proposed Second Derivative meth-od fulfilled all the necessary criteria, that were mentioned in part I, so that it can further advance the research field. The method was applied to ten rock specimens, specifically eight marbles and two vesicular basalts, that were subjected to uniaxial compressive tests. The predicted crack initi-ation stresses from the new method were compared with those obtained from the established techniques of the existing literature. The new method had very close results with all other utilized methods for the marbles, thus meaning that the proposed Second Derivative technique can accu-rately and consistently determine the onset of stable crack growth for that rock type. On the con-trary, the new method displayed a poor correlation with the other techniques for the two basalts, hence indicating that further tests need to be conducted in the future for that rock type.


Copyright: © 2025 by Papadomarkakis. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY) (Creative Commons Attribution 4.0 International License). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
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ACS Style
Papadomarkakis, D. The Conundrum of the Crack Initiation Stress of Rock Type Material – II. The Second Derivative Method. Rock Mechanics Letters, 2025, 2, 22. doi:10.70425/rml.202503.22
AMA Style
Papadomarkakis D. The Conundrum of the Crack Initiation Stress of Rock Type Material – II. The Second Derivative Method. Rock Mechanics Letters; 2025, 2(3):22. doi:10.70425/rml.202503.22
Chicago/Turabian Style
Papadomarkakis, Dimitrios 2025. "The Conundrum of the Crack Initiation Stress of Rock Type Material – II. The Second Derivative Method" Rock Mechanics Letters 2, no.3:22. doi:10.70425/rml.202503.22
APA Style
Papadomarkakis, D. (2025). The Conundrum of the Crack Initiation Stress of Rock Type Material – II. The Second Derivative Method. Rock Mechanics Letters, 2(3), 22. doi:10.70425/rml.202503.22

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References

  1. 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
  2. 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
  3. 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
  4. Lajtai EZ. Brittle fracture in compression. International Journal of Fracture. 1974; 10(4): 525-536. Doi: https://doi.org/10.1007/BF00155255
  5. 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
  6. 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
  7. 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
  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
  9. 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
  10. 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
  11. 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
  12. 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
  13. 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
  14. 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
  15. CurveExpert Professional. Hyams Development. 2025. Doi: https://www.curv eexpert.net/products/curveexpert-professional
  16. Exadaktylos GE, Vardoulakis I, Kourkoulis SK. Influence of nonlinearity and double elasticity on flexure of rock beams – II. Characterization of Dionysos marble. International Journal of Solids and Structures. 2001; 38(22-23): 4119-4145. Doi: https://doi.org/10.1016/S0020-7683(00)00252-3
  17. Exadaktylos GE. Nonlinear Rock Mechanics. Universality of Nonclassical Nonlinearity. In: Delsanto, P.P. (eds) Universality of Nonclassical Nonlinearity. Springer, New York, NY. 2006; Chapter 5: 71-90. Doi: https://doi.org/10.1007/978-0-387-35851-2_5