Abstract
Rocks have a softening effect under the long-term physical and chemical action of water, resulting in a reduction in the strength of rock and a weakening of the safety performance of project, which may have destructive effects for the wellbore instability, borehole contraction, leakage, and reservoir protection at a certain time. To investigate the effect of water-induced rock softening on its anisotropy for reservoir protection, the digital experiment was conducted on three types of rocks with four different saturation levels in five different directions. A digital drilling response model was employed to determine the drilling strength and specific energy at the critical point. The drilling parameters of the three types of rocks were recorded to calculate the softening coefficient and the anisotropy of the softening coefficient. The reliability of the proposed anisotropy of the softening coefficient was verified by introducing strength parameters based on the water-induced rock softening. The results show that the softening coefficient decreased with increasing saturation levels. The highest decrease with 43% was observed in mudstone. The anisotropy of the softening coefficient increased with an increasing saturation levels. The highest increase with 12% was observed in mudstone. Both fine-grained sandstone and mudstone exhibited the phenomenon of strength rebound with increasing saturation levels. A comparison with the previous studies reveals that this method can provide a reliable basis for determining the degree of rock softening using drilling strength.
Highlights
-
The effect of water-induced rock softening on rock anisotropy is investigated during drilling process.
-
The digital experiment was conducted on rocks with four different saturation levels.
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The reliability of the anisotropy of the softening coefficient was verified by introducing strength parameter.
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Data Availability
Data will be made available on request.
Abbreviations
- F n :
-
Thrust force
- T :
-
Torque
- α :
-
The inclination angle of the drill bit
- v :
-
Drilling speed
- θ :
-
The contact angle between the rock and the drill bit
- w :
-
Rotational speed
- W :
-
Contact stress
- t :
-
Tangential stress
- R:
-
The radius of the drill bit
- ρ :
-
The ratio of the inner and outer radii of the drill bit
- W c :
-
The friction component of contact stress
- t c :
-
The friction component of tangential stress
- W f :
-
The cutting component of contact stress
- t f :
-
The cutting component of tangential stress
- σ 0 :
-
The normal stress in the crushing zone
- τ 0 :
-
The shear stress in the crushing zone
- φ' :
-
The friction angle between the crushing zone and the intact rock
- E 0 :
-
The intercept of the W–t relationship curve
- S :
-
Drilling strength
- E :
-
Drilling specific energy
- K :
-
The softening coefficient of the drilling
- S s :
-
The drilling strength of dry rocks
- E s :
-
The drilling specific energy of dry rocks
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Acknowledgements
This study is sponsored by the National Natural Science Foundation of China (Grants No. 42177158 and 11902249), Key Research and Development project of Shaanxi Province (No. 2022SF-412). Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology (Grants No. SKLGP2022K005). The financial support provided by this sponsor is greatly appreciated.
Funding
National Natural Science Foundation of China, 42177158, Mingming He, 11902249, Mingming He.
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Ding, M., He, M. Effect of Water-Induced Rock Softening on Rock Anisotropy During Drilling Process. Rock Mech Rock Eng (2024). https://doi.org/10.1007/s00603-024-03976-6
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DOI: https://doi.org/10.1007/s00603-024-03976-6