Geothermal drilling efficiency is limited by the challenging high-temperature and high-pressure (HTHP) underground conditions. To enhance polycrystalline diamond compact (PDC) drill bit performance in geothermal drilling, it is essential to delve into the cutting and fragmentation mechanisms of rocks within HTHP environments. In this study, a two-dimensional discrete-element method heterogeneous granite model with realistic grain boundaries is developed to investigate thermal damage characteristics under HTHP conditions, and simulations are conducted based on this model to analyse granite cutting processes using a single PDC cutter. The results show that the quantity of thermal cracks ranks as follows under the same temperature but different stress conditions: atmospheric pressure > lateral pressure > hydrostatic pressure > overlying rock pressure > bidirectional pressure > confining pressure. Regarding rock failure modes, under thermal stress, rocks primarily experience tensile failure. However, under rapid cooling of drilling fluid, shear failure predominates, with lateral pressure promoting the transition from shear to tensile failure and hydraulic pressure facilitating the reverse. The balance between lateral and hydraulic pressures also influences rock fragmentation. These findings offer valuable insights into the fragmentation mechanisms of HTHP granite.
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1 December 2025
Research Article|
September 15 2025
Investigation of rock-cutting behaviour in high-temperature and high-pressure conditions Available to Purchase
Xiaohua Zhu;
School of Mechatronic Engineering,
Southwest Petroleum University
, Chengdu, PR China
; Geothermal Energy Research Center, Southwest Petroleum University, Chengdu, PR ChinaCorresponding author Xiaohua Zhu (zhuxh@swpu.edu.cn)
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Yanfei Wang;
Yanfei Wang
School of Mechatronic Engineering,
Southwest Petroleum University
, Chengdu, PR China
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Weiji Liu
Weiji Liu
School of Mechatronic Engineering,
Southwest Petroleum University
, Chengdu, PR China
; Geothermal Energy Research Center, Southwest Petroleum University, Chengdu, PR China
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Corresponding author Xiaohua Zhu (zhuxh@swpu.edu.cn)
Publisher: Emerald Publishing
Received:
February 14 2025
Accepted:
July 24 2025
Online ISSN: 1751-8563
Print ISSN: 1353-2618
Funding
Funding Group:
- Award Group:
- Funder(s): National Natural Science Foundation of China
- Award Id(s): 52225401
- Funder(s):
- Funding Statement(s): This research is funded by the National Natural Science Foundation of China (grant no. 52225401), for which the authors express their sincere appreciation.
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2025) 178 (7): 842–859.
Article history
Received:
February 14 2025
Accepted:
July 24 2025
Citation
Zhu X, Wang Y, Liu W (2025), "Investigation of rock-cutting behaviour in high-temperature and high-pressure conditions". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 178 No. 7 pp. 842–859, doi: https://doi.org/10.1680/jgeen.25.00034
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