Abstract

Deep rock bears dynamic loads such as machinery, blasting and disturbance in the mining process. The dynamic fracture mechanism of deep rock is a necessary prerequisite for engineering design and analysis. To study the dynamic fracture mechanism of rock under high in situ stress, deep mudstone and sandstone were selected as research objects. The dynamic mechanical properties and energy dissipation of mudstone sandstone were assessed by using a 50 mm diameter separated Hopkinson test device. According to the similarity criterion, the similarity of strength was assumed as primary factor to prepare similar model materials. Then, dynamic mechanical tests of these similar materials were carried out under dynamic compression splitting and active confining pressure. The results show that materials similar to mudstone and sandstone mainly show axial fracture tensile failure and crushing failure. Both the average strain rate dynamic strength and peak strain of these similar materials increase with increasing impact pressure, and the dynamic strength of similar materials increases exponentially with increasing strain rate. This result is consistent with the regularity of original rock. The dynamic splitting of mudstone-like materials is dominated by the failure of intermediate cracks, and sandstone-like materials also show secondary cracks in addition to intermediate splitting cracks. The dynamic peak strength of mudstone-like materials increases with increasing active confining pressure, and the dynamic peak strength of sandstone-like materials increases nearly twofold under the action of active confining pressure.

Highlights

  • The mechanical properties of deep rocks under static or quasi-static loads have been extensively analyzed for decades

  • Liqinghui et al [1] carried out experimental research on rock mechanical properties of ultra deep sandstone reservoir, and obtained systematic research on rock mechanical parameters such as uniaxial compression, triaxial compression, Brazil test, shear test and brittleness index of ultra deep sandstone

  • Deep rocks are inevitably subject to dynamic loads caused by rock burst, collisions, and explosions

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Summary

Introduction

The mechanical properties of deep rocks under static or quasi-static loads have been extensively analyzed for decades. By adjusting the ratio of similar materials, the pouring model of similar materials is matched with a specific key research property of original rock. Based on the dynamic and static mechanical properties of deep rock specimens, and similarity criteria (using similar strength as the primary factor), similar model materials are configured. According to the calculation of a similar ratio of mudstone, a material model strength of 18–22 MPa is proposed. According to the calculation of the similar ratio of sandstone, the material model is proposed to have a strength of 35–42 MPa. Based on the similar coefficient of wave impedance, the wave impedance of mudstone ranges from 8.32 × 105 g/(cm s) to 9.1 × 105 g/(cm s), the density is 2500–2800 kg/m3, and the longitudinal wave speed is 3200–3500 m/s.

Model Material Static Mechanical Test
Dynamic Mechanical Analysis of Mudstone−like
Comparison of Macroscopic Damage Patterns of Specimens under Impact
Analysis of the Meso-Structural Damage of Specimens
Serial 11Number 14
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Discussion
Conclusions
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