journal article·2025-07-19Open access

A Modified Nonlinear Mohr–Coulomb Failure Criterion for Rocks Under High-Temperature and High-Pressure Conditions

Zhuzheng Li, Hongxi Li, Qiangui Zhang, Jiahui Wang, Cheng Meng, Xiangyu Fan, Pengfei Zhao

Applied Sciences· Volume 15· Issue 14

Abstract

In deep, geologically complex environments characterized by high in situ stress and elevated formation temperatures, the mechanical behavior of rocks often transitions from brittle to ductile, differing significantly from that of shallow formations. Traditional rock failure criteria frequently fail to accurately assess the strength of rocks under such deep conditions. To address this, a novel failure criterion suitable for high-temperature and high-pressure conditions has been developed by modifying the Mohr–Coulomb criterion. This criterion incorporates a quadratic function of confining pressure to account for the attenuation rate of strength increase under high confining pressure and a linear function of temperature to reflect the linear degradation of strength at elevated temperatures. This criterion has been used to predict the strength of granite, shale, and carbonate rocks, yielding results that align well with the experimental data. The average coefficient of determination (R2) reached 97.1%, and the mean relative error (MRE) was 5.25%. Compared with the Hoek–Brown and Bieniawski criteria, the criterion proposed in this study more accurately captures the strength characteristics of rocks under high-temperature and high-pressure conditions, with a prediction accuracy improvement of 1.70–4.09%, showing the best performance in the case of carbonate rock. A sensitivity analysis of the criterion parameters n and B revealed notable differences in how various rock types respond to these parameters. Among the three rock types studied, granite exhibited the lowest sensitivity to both parameters, indicating the highest stability in the prediction results. Additionally, the predictive outcomes were generally more sensitive to changes in parameter B than in n. These findings contribute to a deeper understanding of rock mechanical behavior under extreme conditions and offer valuable theoretical support for drilling, completion, and stimulation operations in deep hydrocarbon reservoirs.
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Research context

OpenAlex topics: Rock Mechanics and Modeling · Geotechnical and Geomechanical Engineering · Tunneling and Rock Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

CCDC Geological Exploration & Development Research Institute, Chengdu 610051, China

School of Petroleum Engineering, Southwest Petroleum University, Chengdu 610500, China

School of Geoscience and Technology, Southwest Petroleum University, Chengdu 610500, China

Funding

National Natural Science Foundation of China · Natural Science Foundation of Sichuan Province · CNPC Chuanqing Drilling Engineering Company Limited Program

References (46)

Show source-provided references
1. Petroleum exploration and production in Brazil: From onshore to ultra-deepwaters10.1016/S1876-3804(24)60515-X ↗
2. Prischepa, O.M., Kireev, S.B., Nefedov, Y.V., Martynov, A.V., Lutsky, D.S., Krykova, T.N., Sinitsa, N., and Xu, R.M. (2023). Theoretical and methodological approaches to identifying deep accumulations of oil and gas in oil and gas basins of the Russian Federation. Front. Earth Sci., 11.10.3389/feart.2023.1192051 ↗
3. Research progress and key issues of ultra-deep oil and gas exploration in China10.1016/S1876-3804(24)60470-2 ↗
4. Energy Evolution Characteristics of Sandstone under Different High-Temperature Pretreatments and Different Confining Pressures10.1061/IJGNAI.GMENG-7622 ↗
5. Experimental study of mechanical properties of hot dry granite under thermal-mechanical couplings10.1016/j.geothermics.2024.102974 ↗
6. Wellbore pressure model for drilling fluid in ultra-deep rock salt formations at high temperatures and pressures10.1063/5.0176667 ↗
7. Study on mechanical properties and wellbore stability of deep sandstone rock based on variable parameter M-C criterion10.1016/j.geoen.2023.211609 ↗
8. Experimental study on the mechanical and failure behaviors of deep rock subjected to true triaxial stress: A review10.1016/j.ijmst.2022.05.006 ↗
9. Hydraulic fracturing under high temperature and pressure conditions with micro CT applications: Geothermal energy from hot dry rocks10.1016/j.fuel.2018.05.040 ↗
10. Experimental study on failure criterion of deep tight sandstone under coupling effects of temperature and pressure10.1007/s12517-019-4729-x ↗
11. Mechanical property and thermal degradation mechanism of granite in thermal-mechanical coupled triaxial compression10.1016/j.ijrmms.2022.105270 ↗
12. Mechanical behaviour of Australian Strathbogie granite under in-situ stress and temperature conditions: An application to geothermal energy extraction10.1016/j.geothermics.2016.07.002 ↗
13. Porosity, permeability and rock mechanics of Lower Silurian Longmaxi Formation deep shale under temperature-pressure coupling in the Sichuan Basin, SW China10.1016/S1876-3804(22)60371-9 ↗
14. Experimental study on brittle-to-ductile transition mechanism of lower Silurian organic-rich shale in south China
15. Retrospective and prospective review of the generalized nonlinear strength theory for geomaterials10.1007/s12613-024-2929-1 ↗
16. Coulomb criterion-bounding crustal stress limit and intact rock failure: Perspectives10.1016/j.powtec.2020.07.044 ↗
17. Welche Umstande bedingen die Elastizitatsgrenze und den bruch eines materials
18. Soil mechanics and plastic analysis for limit design10.1090/qam/48291 ↗
19. Griffith, A.A. (1924, January 22–26). The theory of rupture. Proceedings of the 1st International Congress on Applied Mechanics, Delft, The Netherlands.
20. Study on Mohr-Coulomb-based three-dimensional strength criteria and its application in the stability analysis of vertical borehole10.1007/s12517-019-4752-y ↗
21. Modified Mohr-Coulomb criterion for nonlinear strength characteristics of rocks10.1111/ffe.14278 ↗
22. An approximate nonlinear modified Mohr-Coulomb shear strength criterion with critical state for intact rocks10.1016/j.jrmge.2018.04.002 ↗
23. Numerical simulation of mechanical behavior of rock samples under uniaxial and triaxial compression tests10.33271/mining17.03.001 ↗
24. Deep/ultra-deep shale strength criterion: A case study of southern Sichuan Basin shale10.1016/j.geoen.2024.212918 ↗
25. Tensile fracture criterion of metallic glass10.1063/1.3580285 ↗
26. Characterization of weakly cemented sands using nonlinear failure envelopes10.1016/j.ijrmms.2010.06.008 ↗
27. A reflection on the mohr failure criterion10.1016/j.mechmat.2020.103442 ↗
28. A modified Hoek-Brown failure criterion for unsaturated intact shale considering the effects of anisotropy and hydration10.1016/j.engfracmech.2020.107369 ↗
29. A failure criterion for shale considering the anisotropy and hydration based on the shear slide failure model10.1016/j.ijmst.2022.10.008 ↗
30. Mechanical and hydraulic properties of carbonate rock: The critical role of porosity10.1016/j.jrmge.2022.07.017 ↗
31. A c2 continuous approximation to the mohr-coulomb yield surface10.1016/j.ijsolstr.2011.06.021 ↗
32. Modified nonlinear mohr–coulomb fracture criteria for isotropic materials and transversely isotropic ud composites10.1016/j.mechmat.2020.103649 ↗
33. An eccentric ellipse failure criterion for amorphous materials10.1115/1.4036943 ↗
34. An extended mohr–coulomb model for fracture strength of intact brittle materials under ultrahigh pressures10.1111/jace.14026 ↗
35. On the validation of mixed-mode i/ii crack growth theories for anisotropic rocks10.1016/j.ijsolstr.2022.111484 ↗
36. Strength of jointed rock masses10.1680/geot.1983.33.3.187 ↗
37. A Phenomenological Failure Criterion for Brittle Rock10.1007/BF01042858 ↗
38. Modified Mohr-Coulomb criterion for non-linear triaxial and polyaxial strength on intact rocks10.1016/j.ijrmms.2011.02.004 ↗
39. Application of critical state confining pressure to rock failure criteria modification
40. Kim, T., Zhang, N., and Jeon, S. (2013, January 23–26). A study on shear characteristics of a smooth rock surface under different thermal, hydro and mechanical conditions. Proceedings of the ISRM International Symposium—EUROCK 2013, Wroclaw, Poland.10.1201/b15683-85 ↗
41. Influence of Water Saturation and Real-Time Testing Temperature on Mechanical Behavior of Sandstone Under Conventional Triaxial Compression10.1007/s00603-021-02478-z ↗
42. Damage Evaluation and Statistic Constitutive Model of High-Temperature Granites Subjected to Liquid Nitrogen Cold Shock10.1007/s00603-022-02779-x ↗
43. Experimental investigation of the effect of temperature on the mechanical behavior of Tournemire shale10.1016/j.ijrmms.2014.05.007 ↗
44. Experimental study on mechanical properties of carbonate rocks under real-time high temperature and heat treatment under triaxial compression
45. Comparative analyses of several rock failure criteria
46. Mechanical properties and damage characteristics of granite surrounding rock in deep tunnel under thermal-hydro-mechanical coupling condition10.1016/j.tust.2024.106262 ↗