Abstract

In order to study the energy storage and sound emission characteristics of rocks under different water content, uniaxial compression test, cyclic loading, unloading test and sound emission test were carried out using RMT-150B rock mechanics test system and DS5 acoustic emission system. The results show that the total strain energy of saturated rock samples and the area of hysteresis loop are the largest in the same period number, which indicates that the presence of water can reduce the elastic limit of rock samples, making the rock very easy to deform and even damage. Acoustic emission tests show that the damage energy of water-bearing rocks is small. The higher the water content, the smaller the peak damage energy. The bending energy index WET of the rock sample under saturated and natural state is smaller than that under dry state, which further indicates that the presence of water can reduce the elastic limit of the rock and soften it. The results can provide a basis for the prediction of underground engineering construction and rock failure instability.

Highlights

  • In recent years, with the increase of intensity and depth of coal mining, dynamic disasters such as rock burst seriously threaten production safety [1,2]

  • As water is common in the coal mining environment and many deformations of engineering rock mass are related to the water in the rock, and the elastic energy index is one of the critical measurement indicators for the evaluation of impact tendency, accurate calculation of the elastic energy index is crucial to estimate the strength of coal rock impact tendency [3,4,5]

  • Conducted uniaxial compression tests and acoustic emission tests on the rock, and the results showed that the rock deformation rate has a good correspondence with the number of acoustic emission events

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Summary

Introduction

With the increase of intensity and depth of coal mining, dynamic disasters such as rock burst seriously threaten production safety [1,2]. Liang et al [24] studied the influence of the cyclic loading and unloading on the mechanical properties of the rock at the post-peak stage, and verified that the deformation behavior of the rock was in good agreement with the acoustic emission parameters. Typical sandstone materials were selected to perform the uniaxial compression test, cyclic loading and unloading test, and acoustic emission test on rock samples with three different water content, and conduct research on the characteristics of mechanical properties and energy storage of the rock samples with water to provide a theoretical reference for rock fracture and instability

Sample Preparation
Test Equipment and Test Method
Energy Study During Rock Failure
Analysis of Rock Failure Morphology
Study of Acoustic Emission Characteristics During Rock Failure
Findings
Conclusions
Full Text
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