A size-dependent energy-based strain burst criterion

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Rupesh Kumar Verma, Giang D. Nguyen, Murat Karakus, Abbas Taheri
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Abstract

This paper presents a size-dependent energy-based strain burst criterion linking strength, elasticity, fracture energies and specimen size effect with stress state due to changes in boundary conditions. It proposes the concept of a ‘Burst Envelope’, a surface in three-dimensional principal stress space derived based on energy storing and dissipation characteristics of a rock sample, taking into account the size of the specimen and potential localised failure pattern. A scalar burst index is also proposed to quantify the bursting scale. To illustrate and verify its functioning, a numerical modelling framework based on the distinct element method and employing a new cohesive-frictional contact model is used to perform virtual strain burst experiments under different polyaxial loading-unloading scenarios, mimicking various underground excavation scenarios. The obtained results are in good agreement with the theoretical prediction of burst occurrence. On that basis, the variation of burst possibility and magnitude are investigated with key factors, including confinement level and the material's elastic, strength and fracture properties. The effect of the specimen's aspect ratio and size on the rock burst potential is elaborated and verified using virtual strain burst experiments, facilitating the linking of the proposed theoretical framework with the evaluation of in-situ strain bursts in rock masses around underground openings.

Abstract Image

基于能量的应变爆发标准
本文提出了一种基于尺寸能量的应变爆破标准,将强度、弹性、断裂能量和试样尺寸效应与边界条件变化引起的应力状态联系起来。它提出了 "爆裂包络 "的概念,即根据岩石样本的储能和耗能特性,并考虑到试样尺寸和潜在的局部破坏模式而得出的三维主应力空间曲面。此外,还提出了一种标量爆破指数来量化爆破规模。为了说明和验证其功能,使用了一个基于独特元素法的数值建模框架,并采用了一个新的内聚摩擦接触模型,在不同的多轴加载-卸载情况下进行了虚拟应变爆破实验,模拟了各种地下挖掘情况。所得结果与爆裂发生的理论预测结果十分吻合。在此基础上,研究了爆裂可能性和爆裂幅度随关键因素的变化,包括约束水平和材料的弹性、强度和断裂性能。利用虚拟应变爆破实验,阐述并验证了试样长宽比和尺寸对岩石爆破可能性的影响,从而将所提出的理论框架与地下洞口周围岩体的原位应变爆破评估联系起来。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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