Effects of Grain Shape and Orientation on the Dynamic Mechanical and Damage Characteristics of Crystalline Rocks

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Renjie Wu, Haibo Li, Guorui Feng, Daniel Dias, Yuxia Guo
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Abstract

Grain shape and orientation considerably affect the dynamic mechanical and damage characteristics of engineering projects related to crystalline rocks. In this study, a transformed grain-based model (TGBM) based on the transformation algorithm and the correction grouping algorithm is proposed to construct the model with different grain shapes and preferred orientation. Then, a novel calibration procedure is presented to determine the microparameters with respect to the TGBM dynamic simulation. Several methods are innovatively combined to reveal the mechanism of grain aspect ratio and preferred orientation on dynamic mechanical and damage characteristics of crystalline rocks. The results show that the preferred orientation is the main factor affecting crack characteristics, whereas the aspect ratio dominates the dynamic strength. Intragranular fracturing carries much weight and is the main failure mode in the high-strain-rate field; the occurrence frequency increases as the preferred orientation increases. Crystalline rocks with different preferred orientations have varying damage status on account of diverse failure modes. The dynamic strength of crystalline rock shows a strong sensitivity to the aspect ratio due to the changes in the proportions of different contact types.

Abstract Image

晶粒形状和取向对结晶岩动态力学和损伤特性的影响
晶粒形态和取向对结晶岩工程的动态力学和损伤特性有很大影响。本文提出了一种基于转换算法和校正分组算法的转换基于颗粒模型(TGBM),用于构建具有不同颗粒形状和优先取向的模型。在此基础上,提出了一种新的标定方法,以确定TGBM动态仿真的微参数。创新性地结合了几种方法,揭示了晶粒长径比和择优取向对结晶岩石动态力学和损伤特性的影响机制。结果表明,优选取向是影响裂纹特征的主要因素,而展弦比是影响动强度的主要因素。在高应变率油田中,粒内压裂是主要的破坏方式;出现频率随着首选取向的增加而增加。不同优先取向的结晶岩由于破坏模式不同,其破坏状态也不同。由于不同接触类型比例的变化,结晶岩的动强度对纵横比具有较强的敏感性。
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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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