Comparative Analysis of microcracking behaviors and associated acoustic emission characteristics in sandstone subjected to compression-induced and direct tensile stresses
IF 5.3 1区 工程技术Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xiaolin Huang , Weiqi Kang , Shengwen Qi , Xiaohui Zhang , Jiahu Du
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引用次数: 0
Abstract
Rocks often undergo both direct tensile actions and indirect tensile actions induced by compression due to tectonic movements and human engineering activities, leading to the gradual accumulation of microcracks accompanied by acoustic emission (AE) events. However, to date, the differences in the microcracking behavior and associated AE of rocks under these two tensile conditions, as well as the underlying micromechanical mechanisms, have not been thoroughly understood. Here, we conducted a direct tensile test on a dog-bone-shaped sandstone sample and a Brazilian splitting test (representing compression-induced tension) on a disc-shaped sample. Corresponding nonlinear particle-based discrete element models were developed to simulate the tensile stress-displacement responses and macroscopic failure modes of the two sandstone samples. Results showed that sandstone under direct tension exhibits significantly lower strength than under compression-induced tension. In the disc-shaped model, microcracks appeared progressively at dispersed times, accompanied by high-frequency AE signals, mainly concentrated near the longitudinal symmetric axis, adjacent to the loading point. Conversely, microcracks in the dog-bone-shaped model appeared abruptly and were concentrated within a narrow range near the horizontal symmetric axis, with microcracks and energy release uniformly distributed, and fractures tending to be perpendicular to the loading direction. Compared to compression-induced tension, the dog-bone-shaped model exhibited smaller AE counts, energy release, and AE signal frequency, but a larger b-value, more than three times as high. Micromechanical analysis revealed that these differences are primarily due to significant variations in tensile/compressive contact force chains and strain energy distributions in particle assemblies under direct and compression-induced tension.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.