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Open Access

Research on the Prediction Methods of Elastic Modulus of Shale

Bo Zhang1,2,3, Xiaodi Fu1,2,3, Linjun Wang1,2,3( ), Xinyi Cui1,2,3
Architectural Engineering College, Guizhou Minzu University, Guiyang 550025, P. R. China
Key Laboratory of Karst Environmental Geological Hazard Prevention, State Ethnic Affairs Commission, Guiyang 550025, P. R. China
Key Laboratory of Urban Underground Space Development and Safety in Karst Areas, Guizhou Minzu University, Guiyang 550025, P. R. China
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Abstract

The elastic modulus of shale is of great significance for various projects. However, shale is a typical transversely isotropic rock, and predicting its elastic modulus is challenging. The commonly used method for predicting the elastic modulus of shale is the Niandou model, but the equation form and parameters determination of this model is complicated. Taking account of the anisotropy of elastic modulus of shale, in this paper a simple linear empirical model was proposed. The results show that the proposed empirical model which can predict the elastic modulus with the change of the bedding angle, is simpler than the classical Niandou model and requires less elastic parameters. For the proposed empirical model, the average relative error between the predicted value and the measured value is slightly smaller. Especially when the angle between the bedding plane and the loading direction is at 15°, 30° and 75°, the accuracy is higher than that of the Niandou model.

CLC number: TU452 Document code: A Article ID: 1673-0836(2024)01-0023-08

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Chinese Journal of Underground Space and Engineering
Pages 23-30

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Cite this article:
Zhang B, Fu X, Wang L, et al. Research on the Prediction Methods of Elastic Modulus of Shale. Chinese Journal of Underground Space and Engineering, 2024, 20(1): 23-30. https://doi.org/10.20174/j.juse.2024.01.003

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Received: 27 May 2023
Published: 01 February 2024
© 2024 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).