Skip to main content

Advertisement

Log in

Prediction of physico-mechanical properties of intact rocks using artificial neural network

  • Research Article - Applied Geophysics
  • Published:
Acta Geophysica Aims and scope Submit manuscript

Abstract

The determination of the physico-mechanical characteristics of rocks is very essential for the planning and implementation of engineering structures as well as for the classification of the rock mass. These physico-mechanical properties are often obtained directly in the laboratory by using standard tests on specific core samples and/or cut samples. However, these experiments are difficult to perform, destructive, time-consuming, costly, and are impossible to execute in some cases due to the complex nature of some rocks. Hence, there is a need to develop an indirect approach to estimate these physico-mechanical properties of rocks. The artificial neural network (ANN) technique has been proven to be well suited for developing predictive models for the estimation of the physico-mechanical characteristics of rocks. Therefore, this study presents new ANN models to predict uniaxial compressive strength (UCS), dry unit weight (DUW), Brazilian tensile strength (TS), point load index (Is(50)), porosity (ɸ), and the Schmidt hardness (RN) based on the seismic P-wave velocity (Vp), and to compare the ANN models with conventional empirical models. Three error indexes including determination coefficient (R2), average absolute percentage error, and root mean square error were determined to assess the reliability of the newly developed ANN models. The results show that the developed models were able to predict the UCS, DUW, TS, Is(50), ɸ and the RN from the Vp of intact rocks with high accuracy, determination coefficient (R2) of more than 0.89 was achieved. The ANN models also showed better performance compared to the conventional empirical models.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25
Fig. 26

Similar content being viewed by others

Abbreviations

AAPE:

Average absolute percentage error

CC:

Correlation coefficient

DUW:

Dry unit weight

E :

Modulus of elasticity

Id:

Slake durability index

Is(50):

Point load index

ɸ :

Porosity

R 2 :

Determination coefficient

RN:

Schmidt hardness

TS:

Tensile strength of rocks

UCS:

Uniaxial compressive strength of rocks

YM:

Young’s modulus of rocks

ρ :

Density

References

Download references

Funding

Not Available.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Oluseun A. Sanuade.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Additional information

Communicated by Prof. Liang Xiao (ASSOCIATE EDITOR)/Prof. Michał Malinowski (CO-EDITOR-IN-CHIEF).

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hassan, A., Sanuade, O.A. & Olaseeni, O.G. Prediction of physico-mechanical properties of intact rocks using artificial neural network. Acta Geophys. 69, 1769–1788 (2021). https://doi.org/10.1007/s11600-021-00653-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11600-021-00653-y

Keywords

Navigation