Abstract

Empirical relationships for estimating Uniaxial Compressive Strength (UCS) of rock from other rock properties are numerous in literature. This is because the laboratory procedure for determination of UCS from compression tests is cumbersome, time consuming, and often considered expensive, especially for small to medium-sized mining engineering projects. However, these empirical models are scattered in literature, making it difficult to access a considerable number of them when there is need to select empirical model for estimation of UCS. This often leads to bias in estimated UCS data as there may be underestimation or overestimation of UCS, because of the site-specific nature of rock properties. Therefore, this study develops large database of empirical relationships between UCS and other rock properties that are reported in literatures. Statistical analysis was performed on the regression equations in the database developed. The typical ranges and mean of data used in developing the regressions, and the range and mean of their R2 values were evaluated and summarised. Most of the regression equations were found to be developed from reasonable quantity of data with moderate to high R2 values. The database can be easily assessed to select appropriate regression equation when there is need to estimate UCS for a specific site.

Highlights

  • The uniaxial compressive strength (UCS) is a mechanical property of intact rocks that is important in civil and mining engineering works (Aladejare 2020; Aladejare et al 2020; Wang and Aladejare 2016a)

  • UCS is essential for classification of rock masses into different groups for engineering applications, and these classifications are used to determine their suitability for different construction purposes (Sachpazis 1990)

  • In order to solve this problem, this paper develops a database, which is a global compilation of empirical equations for estimating UCS from physical and mechanical properties of rocks

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Summary

Introduction

The uniaxial compressive strength (UCS) is a mechanical property of intact rocks that is important in civil and mining engineering works (Aladejare 2020; Aladejare et al 2020; Wang and Aladejare 2016a). The UCS serve as input data when using empirical equations to predict deformation modulus of rock masses (Aladejare and Wang 2019b) and characteristic impedance of rocks (Zhang et al 2020). All these make UCS an important parameter to most rock and mining engineering designs and analyses. This study is beneficial for engineering projects when considering any analysis that involves the use of UCS as an input

Database Development and Description
Simple Regression
Simple Relationship Between UCS and Physical Properties
Simple Relationship Between UCS and Mechanical Properties
Multiple Regression
Artificial Intelligence
Artificial Neural Network
11 NA Igneous
Support Vector Machine
Fuzzy Inference System
Genetic Programming
Hybrid Artificial Neural Network
46 P-wave Vp and S-wave Vs NA Sedimentary Turkey velocities
11 UCS 12 UCS
UCS 5 UCS
Imperialist Competitive UCS
Full Text
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