Skip to main content

A Method for Prediction of In-situ Stress Based on Empirical Formula and BP Neural Network

  • Conference paper
  • First Online:
Proceedings of the International Field Exploration and Development Conference 2023 (IFEDC 2023)

Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

Included in the following conference series:

  • 92 Accesses

Abstract

To solve the problems of complex in-situ stress of tight sandstone reservoir, few sample points of experimental data, difficulty in in-situ stress prediction, etc., a method for one-dimensional, two-dimensional and three-dimensional in-situ stress prediction based on geomechanics and BP neural network was innovatively proposed by comprehensively using various data such as core data, mechanical experimental data, logging data, etc. In this method, the rock mechanics parameters of single well in the study area were predicted by neural network method using the logging data as the learning sample and measured rock physical parameters as the monitoring data first; then the in-situ stress of single well was accordingly calculated by empirical formula, and predicted and analyzed by neural network algorithm using the calculated in-situ stress of single well selected by error analysis and the indoor measured in-situ stress as the monitoring data and the conventional logging data as the learning samples. The application in the actual areas shows that the predicted results of in-situ stress not only conform to the measured data, but also follow the logging curves, and thus provide an important basis for the design of integrated geological engineering scheme.

Copyright 2023, IFEDC Organizing Committee.

This paper was prepared for presentation at the 2023 International Field Exploration and Development Conference in Wuhan, China, 20–22 September 2023.

This paper was selected for presentation by the IFEDC Committee following review of information contained in an abstract submitted by the author(s). Contents of the paper, as presented, have not been reviewed by the IFEDC Technical Team and are subject to correction by the author(s). The material does not necessarily reflect any position of the IFEDC Technical Committee its members. Papers presented at the Conference are subject to publication review by Professional Team of IFEDC Technical Committee. Electronic reproduction, distribution, or storage of any part of this paper for commercial purposes without the written consent of IFEDC Organizing Committee is prohibited. Permission to reproduce in print is restricted to an abstract of not more than 300 words; illustrations may not be copied. The abstract must contain conspicuous acknowledgment of IFEDC. Contact email: paper@ifedc.org.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 229.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 299.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Boswell, L.F., Chen, Z.: A general failure criterion for plain concrete. Int. J. Solids Struct. 23(5), 621–630 (1987)

    Article  Google Scholar 

  2. Cai, W., Zhu, H., Liang, W., Zhang, L., Wu, W.: A new version of the generalized Zhang–Zhu strength criterion and a discussion on its smoothness and convexity. Rock Mech. Rock Eng. 1–17 (2021)

    Google Scholar 

  3. Colmenares, L.B., Zoback, M.D.: A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks. Int. J. Rock Mech. Min. Sci. 39(6), 695–729 (2002)

    Article  Google Scholar 

  4. Jiang, J., Pietruszczak, S.: Convexity of yield loci for pressure sensitive materials. Comput. Geotech. 5(1), 51–63 (1988)

    Article  Google Scholar 

  5. Kim, M.K., Lade, P.V.: Modelling rock strength in three dimensions. Int. J. Rock Mech. Min. Sci. Geomech. Abstracts 21(1), 21–33. Pergamon (1984)

    Google Scholar 

  6. Lee, Y.K., Pietruszczak, S., Choi, B.H.: Failure criteria for rocks based on smooth approximations to Mohr-Coulomb and Hoek-Brown failure functions. Int. J. Rock Mech. Min. Sci. 56, 146–160 (2012)

    Article  Google Scholar 

  7. Li, C., Li, C., Zhao, R., Zhou, L.: A strength criterion for rocks. Mech. Mater. 154(3), 1–9 (2021)

    Google Scholar 

  8. Lade, P.V., Duncan, J.M.: Elastoplastic stress-strain theory for cohesionless soil. J. Geotech. Eng. Div. 101(10), 1037–1053 (1975)

    Article  Google Scholar 

  9. Pan, X.D., Hudson, J.A.: A simplified three-dimensional Hoek-Brown yield criterion. In: ISRM International Symposium. OnePetro (1988)

    Google Scholar 

  10. Priest, S.D.: Determination of shear strength and three-dimensional yield strength for the Hoek-Brown criterion. Rock Mech. Rock Eng. 38(4), 299–327 (2005)

    Article  Google Scholar 

  11. Yu, M., Zan, Y., Xu, S.: Rock Strength Theory and Its Application. Science Press (2017). (in Chinese)

    Google Scholar 

  12. Zan, Y., Yu, M., Wang, S.: Nonlinear unified strength criterion of rock. Chin. J. Rock Mech. Eng. 21(10), 1435–1441 (2002). (in Chinese)

    Google Scholar 

  13. Zan, Y., Yu, M., Zhao, J.: Nonlinear unified strength theory of rock under high stress state. Chin. J. Rock Mech. Eng. 23(13), 2143–2148 (2004). (in Chinese)

    Google Scholar 

  14. Zan, Y., Yu, M.: Generalized Nonlinear Unified Strength Theory of Rock. J. Southwest Jiaotong Univ. 48(4), 616–624 (2013). (in Chinese)

    Google Scholar 

  15. Zhang, Q., Zhu, H., Zhang, L.: Modification of a generalized three-dimensional Hoek-Brown strength criterion. Int. J. Rock Mech. Min. Sci. 59, 80–96 (2013)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chuan-gang Xiang .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Xiang, Cg., Chi, B., Sun, Sy. (2024). A Method for Prediction of In-situ Stress Based on Empirical Formula and BP Neural Network. In: Lin, J. (eds) Proceedings of the International Field Exploration and Development Conference 2023. IFEDC 2023. Springer Series in Geomechanics and Geoengineering. Springer, Singapore. https://doi.org/10.1007/978-981-97-0272-5_41

Download citation

  • DOI: https://doi.org/10.1007/978-981-97-0272-5_41

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-97-0271-8

  • Online ISBN: 978-981-97-0272-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics