Abstract

In nature, the mechanical properties of geological bodies are very complex, and its various mechanical parameters are vague, incomplete, imprecise, and indeterminate. In these cases, we cannot always compute or provide exact/crisp values for the joint roughness coefficient (JRC), which is a quite crucial parameter for determining the shear strength in rock mechanics, but we need to approximate them. Hence, we need to investigate the anisotropy and scale effect of indeterminate JRC values by neutrosophic number (NN) functions, because the NN is composed of its determinate part and the indeterminate part and is very suitable for the expression of JRC data with determinate and/or indeterminate information. In this study, the lower limit of JRC data is chosen as the determinate information, and the difference between the lower and upper limits is chosen as the indeterminate information. In this case, the NN functions of the anisotropic ellipse and logarithmic equation of JRC are developed to reflect the anisotropy and scale effect of JRC values. Additionally, the NN parameter ψ is defined to quantify the anisotropy of JRC values. Then, a two-variable NN function is introduced based on the factors of both the sample size and measurement orientation. Further, the changing rates in various sample sizes and/or measurement orientations are investigated by their derivative and partial derivative NN functions. However, an actual case study shows that the proposed NN functions are effective and reasonable in the expression and analysis of the indeterminate values of JRC. Obviously, NN functions provide a new, effective way for passing from the classical crisp expression and analyses to the neutrosophic ones.

Highlights

  • According to the shear strength formula given by Barton [1] in 1973, the joint roughness coefficient (JRC) obtained effectively is quite a crucial parameter for determining the shear strength in rock mechanics

  • neutrosophic number (NN) functions have not been studied and applied in rock mechanics far. This original study will establish NN operations and NN functions of JRC with determinate and/or indeterminate information to express and analyze the anisotropy and scale effect of indeterminate JRC values and their changing rates in measuring sizes and orientations of test samples by the actual case of the natural joint surface sample obtained from Changshan County of Zhejiang province in China

  • The concept of NN was firstly proposed by Smarandache [16,17,18], which consists of a determinate part and an indeterminate part

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Summary

Introduction

According to the shear strength formula given by Barton [1] in 1973, the joint roughness coefficient (JRC) obtained effectively is quite a crucial parameter for determining the shear strength in rock mechanics. Due to the incompleteness of our observations, measurements, and estimations, or the existing disturbances and uncertainties in the real world, we cannot always compute or provide exact/crisp values for the inhomogeneity of the rock joints, but we need to approximate them in indeterminate environments In this case, Ye et al [15] established neutrosophic functions (interval functions) of JRC and shear strength. NN functions have not been studied and applied in rock mechanics far This original study will establish NN operations and NN functions of JRC with determinate and/or indeterminate information to express and analyze the anisotropy and scale effect of indeterminate JRC values and their changing rates in measuring sizes and orientations of test samples by the actual case of the natural joint surface sample obtained from Changshan County of Zhejiang province in China.

Some Basic Concepts and Operations of NNs
JRC Data Obtained from an Actual Case
NN Functions of JRC in All Orientations
Anisotropic Parameter
Equation
NN Functions for Reflecting the Scale Effect of Joint Surface Roughness
NN Function of JRC with the Two Variables θ and L
Findings
Discussion
Conclusions
Full Text
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