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Physical simulation test of true triaxial rock mechanics for waterflood dilation in offshore oilfields
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  • Published: 17 March 2026

Physical simulation test of true triaxial rock mechanics for waterflood dilation in offshore oilfields

  • Dengke Li1,2,
  • Huan Chen3,4,
  • Xuelin Liang1,2,
  • Zhi Huang1,2 &
  • …
  • Yanfang Gao1,2 

Scientific Reports , Article number:  (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Energy science and technology
  • Engineering
  • Solid Earth sciences

Abstract

The reservoirs in the western South China Sea oilfield are characterized by low permeability, poor pore connectivity, high laminated content, severe pollution, and prominent interlayer contradictions. For this reason, the water injection dilation technology exploits it. This paper examines the impact of water-injection technical parameters on the dilation of low-permeability reservoirs in the western South China Sea. In this paper, tests on uniaxial compressive strength, Kaiser acoustic emission effect, and true triaxial rock mechanics waterflood dilation physical simulation are conducted. Through uniaxial compressive tests, it is found that the uniaxial compressive strength of the rock in the target reservoir is 35.36 MPa, the elastic modulus is 10.39GPa, and the Poisson ratio is 0.15. The Kaiser acoustic emission test indicates that the vertical stress gradient of the target reservoir is 2.22 MPa/100 m, the maximum horizontal principal stress gradient is 2.04 MPa/100 m, and the minimum horizontal principal stress gradient is 1.67 MPa/100 m. Through a true triaxial rock mechanics simulation of water injection dilatation, it is found that the effect of water injection dilatation can be improved by pre-treating samples with stepped pore pressure, low injection rates, a cyclic oscillatory injection mode, and increased liquid viscosity. Using CT (Computed Tomography) scanning results and CT reconstruction of the sample, the maximum volume porosity can be increased to 7.13%. The test’s results can guide field construction of water-injection dilation.

Data availability

All data generated or analysed during this study are included in this published article [and its supplementary information files]. We have uploaded the raw data, except for those that can be represented in the paper, to the supplementary information files.

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Acknowledgements

This work would not be possible without financial support from the National Natural Science Foundation of China (No. 52574008, 52204048); the Key Research and Development Program of Shaanxi (grant number 2025CY-YBXM-164) and the Joint Research Project of Research institutes of CNOOC (China) Co., Ltd. “Research on Physical Dilation and Injection Technology of Injection Well in Offshore Oilfield” (No.: YSLH-SZ 01 2023). Thank CNOOC Research Institute Co., Ltd. for providing technical support for marine low-permeability sandstone rock dilation. Thank the Department of Geology at Northwest University for providing us with an indoor test site, experimental technology, and support for numerical simulation technology.

Author information

Authors and Affiliations

  1. State Key Laboratory of Continental Evolution and Early Life, Xi’an, 710069, People’s Republic of China

    Dengke Li, Xuelin Liang, Zhi Huang & Yanfang Gao

  2. Department of Geology, Northwest University, Xi’an, 710069, People’s Republic of China

    Dengke Li, Xuelin Liang, Zhi Huang & Yanfang Gao

  3. State Key Laboratory of Offshore Oil and Gas Exploitation, Beijing, 100028, People’s Republic of China

    Huan Chen

  4. CNOOC Research Institute Ltd., Beijing, 100028, China

    Huan Chen

Authors
  1. Dengke Li
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  2. Huan Chen
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Contributions

Conceptualization, Huan Chen, Yanfang Gao; Methodology, Dengke Li, Huan Chen, Yanfang Gao; Validation, Huan Chen, Xuelin Liang, Yanfang Gao; Formal analysis, Dengke Li, Zhi Huang; Investigation, Yanfang Gao; Resources, Huan Chen; Data curation, Dengke Li, Xuelin Liang; Writing—original draft, Dengke Li; Writing—review & editing, Dengke Li; Visualization, Zhi Huang; Supervision, Huan Chen, Yanfang Gao; Project administration, Yanfang Gao; Funding acquisition, Huan Chen, Yanfang Gao. All authors have read and agreed to the published version of the manuscript.

Corresponding author

Correspondence to Yanfang Gao.

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The authors declare no competing interests.

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Supplementary Information

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Cite this article

Li, D., Chen, H., Liang, X. et al. Physical simulation test of true triaxial rock mechanics for waterflood dilation in offshore oilfields. Sci Rep (2026). https://doi.org/10.1038/s41598-026-42750-2

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  • Received: 17 December 2025

  • Accepted: 27 February 2026

  • Published: 17 March 2026

  • DOI: https://doi.org/10.1038/s41598-026-42750-2

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Keywords

  • Low permeability sandstone
  • Uniaxial compression test
  • Kaiser acoustic emission test
  • Crustal stress gradient
  • True triaxial rock physics simulation test
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