Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 27 (2014)

Research on borehole stability of shale based on seepage-stress-damage coupling model

Author and affiliation details
  • Xiaofeng Ran Corresponding author Key Laboratory of Exploration Technologies for Oil and Gas Resources of Ministry of Education, Yangtze University, Wuhan, Hubei 430100, China. sniperpilot@163.com
  • Yuezhi Wang Key Laboratory of Exploration Technologies for Oil and Gas Resources of Ministry of Education, Yangtze University, Wuhan, Hubei 430100, China.
  • Shanpo Jia School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China.
DOI
10.3221/IGF-ESIS.27.09
Pages
pages 74-82
Published

Abstract

In oil drilling, one of the most complicated problems is borehole stability of shale. Based on the theory of continuum damage mechanics, a modified Mohr-Coulomb failure criterion according to plastic damage evolution and the seepage-stress coupling is established. Meanwhile, the damage evolution equation which is based on equivalent plastic strain and the permeability evolution equation of shale are proposed in this paper. The physical model of borehole rock for a well in China western oilfield is set up to analyze the distribution of damage, permeability, stress, plastic strain and displacement. In the calculation process, the influence of rock damage to elastic modulus, cohesion and permeability is involved by writing a subroutine for ABAQUS. The results show that the rock damage evolution has a significant effect to the plastic strain and stress in plastic zone. Different drilling fluid density will produce different damage in its value, range and type. This study improves the theory of mechanical mechanism of borehole collapse and fracture, and provides a reference for the further research of seepage-stress-chemical-damage coupling of wall rock.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Ran, X., Wang, Y., & Jia, S. (2013). Research on borehole stability of shale based on seepage-stress-damage coupling model. Fracture and Structural Integrity, 8(27), pages 74–82. https://doi.org/10.3221/IGF-ESIS.27.09

IEEE

X. Ran, Y. Wang, and S. Jia, “Research on borehole stability of shale based on seepage-stress-damage coupling model,” Fracture and Structural Integrity, vol. 8, no. 27, pp. pages 74–82, 2013, doi: 10.3221/IGF-ESIS.27.09.

MLA

Ran, Xiaofeng, et al. “Research on borehole stability of shale based on seepage-stress-damage coupling model.” Fracture and Structural Integrity, vol. 8, no. 27, 2013, pp. pages 74–82. https://doi.org/10.3221/IGF-ESIS.27.09.

Chicago

Ran, Xiaofeng, Yuezhi Wang, and Shanpo Jia. 2013. “Research on borehole stability of shale based on seepage-stress-damage coupling model.” Fracture and Structural Integrity 8 (27): pages 74–82. https://doi.org/10.3221/IGF-ESIS.27.09.

Harvard

Ran, X., Wang, Y. and Jia, S. (2013) ‘Research on borehole stability of shale based on seepage-stress-damage coupling model’, Fracture and Structural Integrity, 8(27), pp. pages 74–82. doi: 10.3221/IGF-ESIS.27.09.

Vancouver

Ran X, Wang Y, Jia S. Research on borehole stability of shale based on seepage-stress-damage coupling model. Fracture and Structural Integrity. 2013;8(27):pages 74-82. doi:10.3221/IGF-ESIS.27.09

BibTeX

@article{ran2013, author = {Ran, Xiaofeng and Wang, Yuezhi and Jia, Shanpo}, title = {Research on borehole stability of shale based on seepage-stress-damage coupling model}, journal = {Fracture and Structural Integrity}, year = {2013}, volume = {8}, number = {27}, pages = {pages 74--82}, doi = {10.3221/IGF-ESIS.27.09}, url = {https://doi.org/10.3221/IGF-ESIS.27.09}, issn = {1971-8993} }

RIS

TY - JOUR AU - Ran, Xiaofeng AU - Wang, Yuezhi AU - Jia, Shanpo TI - Research on borehole stability of shale based on seepage-stress-damage coupling model JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2013 DA - 2013/12/23 VL - 8 IS - 27 SP - pages 74 EP - 82 DO - 10.3221/IGF-ESIS.27.09 UR - https://doi.org/10.3221/IGF-ESIS.27.09 SN - 1971-8993 ER -

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