Study on the influence of non-homogeneous pore morphology on the extension path and mechanical properties of sandstone fractures

IF 5.6 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Long Chen , Dezhong Kong , Gaofeng Song , Yujin Zuo , Yuan Zhang , Yang Zhou
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引用次数: 0

Abstract

Sandstones in karst regions often form multi-scale non-homogeneous pores of different sizes and shapes due to dissolution, and their morphological differences lead to the complexity of fissure expansion paths, which affects the mechanical properties of the rock body. However, the quantitative relationship between pore geometries and fissure dynamics and strength deterioration is not clear, which limits accurate prediction of the stability of the rock body in karst regions. Therefore, in this study, the effects of different pore morphologies on the extension paths and mechanical properties of sandstone fractures were analyzed by theoretical analysis, uniaxial compression test, discrete element numerical simulation and CT scanning. The experimental results show that the crack initiation position of the circular hole specimen is located in the diagonal quadrant, the crack initiation position of the square hole specimen is located in the left tip position, and the crack initiation position of the triangular hole specimen is located in the midpoint of the bottom edge and the right tip position. When the defect morphology is constant, increasing size has a deteriorating response on rock mechanical properties; whereas under equal-size defect conditions, squares trigger the greatest loss of strength, followed by circles, and triangular defects exhibit optimal strength retention properties. With the increase of hole size, the volume of the plastic zone shows an increasing trend, under the same size conditions, the development of the plastic zone of the rock expanding then round > triangle > square. The research results can provide theoretical references for rock stability assessment and disaster prevention and control in karst areas.
非均匀孔隙形态对砂岩裂缝扩展路径及力学性能影响的研究
岩溶地区砂岩在溶蚀作用下往往形成不同大小和形状的多尺度非均质孔隙,其形态差异导致裂缝扩展路径的复杂性,从而影响岩体的力学性质。然而,孔隙几何形状与裂隙动力学及强度劣化之间的定量关系尚不明确,限制了对岩溶地区岩体稳定性的准确预测。因此,本研究通过理论分析、单轴压缩试验、离散元数值模拟和CT扫描等方法,分析不同孔隙形态对砂岩裂缝扩展路径和力学性能的影响。实验结果表明:圆孔试件的裂纹起裂位置位于对角象限,方孔试件的裂纹起裂位置位于左尖端位置,三角形孔试件的裂纹起裂位置位于底边中点和右尖端位置。当缺陷形态一定时,尺寸越大,岩石力学性能越差;而在等尺寸缺陷条件下,正方形缺陷的强度损失最大,其次是圆形缺陷,三角形缺陷表现出最佳的强度保持性能。随着孔尺寸的增大,塑性区体积呈增大趋势,在相同孔尺寸条件下,岩石塑性区的发育依次扩展为圆形三角形方形。研究结果可为岩溶地区岩石稳定性评价和灾害防治提供理论参考。
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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