Renjie Wu, Haibo Li, Guorui Feng, Daniel Dias, Yuxia Guo
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引用次数: 0
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.
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.