首页> 外文期刊>Powder Technology: An International Journal on the Science and Technology of Wet and Dry Particulate Systems >Mechanical property of granite from different buried depths under uniaxial compression and dynamic impact: An energy-based investigation
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Mechanical property of granite from different buried depths under uniaxial compression and dynamic impact: An energy-based investigation

机译:单轴压缩和动态影响下不同埋藏深度的花岗岩机械性能:基于能量的调查

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摘要

Mechanical properties of rock play a basic and important role in rock dynamic disaster prevention and control as well as rock engineering design and construction. Buried depth is one of the vital factors affecting rock mechanical properties. To study the energy evolution rules during rock failure at different buried depth, static loading experiments under uniaxial compression and dynamic impact experiments at different strain rates and confining pressures were carried out on six groups of granite specimens with different buried depth. Meanwhile, fractal characteristics of rock specimens crushed at different strain rates were also described in the paper. The results indicate that in uniaxial compression experiments, the dissipation energy and energy dissipation rate of rocks show a quadratic curve with the increase of the depth. Moreover, the amount of the dissipation energy during the rock failure is closely related to the buried depth of the rock specimens. In dynamic loading impact experiments, the incident energy, transmitted energy, dissipation energy and absorption energy increase with the rising strain rate and confining pressure. The reflected energy of rock specimens goes up with the increase of the strain rate, while they decrease with the rising confining pressure. As the strain rate gets larger and larger, the fractal dimension increases gradually. The growth amplitude of fractal dimension for the deep rock specimen is significantly greater than that for the shallow one. The specimen fragmentation degree is smaller and smaller, and the fragment particle size gets more and more uniform. From the relationship between various energy and fractal dimension for rock specimens from different buried depth, it can be known that within the buried depth of 750 m similar to 950 m, the k value of incident energy density, transmitted energy density, dissipation energy density and unit absorption energy gradually decrease with the increase of the buried depth. However, within the buried depth ranging from 950 m to 1250 m, the k value of the above energy increases as the buried depth grows. (C) 2019 Elsevier B.V. All rights reserved.
机译:岩石力学性能在岩石动态防灾控制中发挥基础和重要作用,以及岩石工程设计与施工。埋藏深度是影响岩石机械性能的重要因素之一。为研究在不同埋地深度的岩石破坏期间的能量演化规则,在不同应变速率和限制压力下的单轴压缩和动态冲击实验下的静电加载实验是在六组花岗岩标本中进行,具有不同的埋地深度。同时,本文还描述了以不同应变率压碎的岩石标本的分形特征。结果表明,在单轴压缩实验中,岩石的耗散能量和能量耗散速率随着深度的增加而呈二次曲线。此外,岩石破坏期间的耗散能量与岩石标本的埋藏深度密切相关。在动态负载冲击实验中,入射能量,传播能量,耗散能量和吸收能量随着应变速率上升和限制压力而增加。岩石标本的反射能量随着应变速率的增加而上升,而它们随着狭窄压力的上升而降低。随着应变率变大而较大,分形尺寸逐渐增加。深岩标本的分形尺寸的生长幅度明显大于浅层。样品碎片度较小,较小,片段粒度越来越均匀。从不同埋藏深度的岩石标本的各种能量和分形尺寸之间的关系,可以知道,在掩埋深度为750米,类似于950米,入射能量密度,透射能量密度,耗散能量密度和耗散能量密度的k值单位吸收能量随着埋深深度的增加而逐渐减小。然而,在埋藏深度范围内,从950米到1250米,随着掩埋深度的增长,上述能量的K值增加。 (c)2019年Elsevier B.V.保留所有权利。

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