Investigation of three-dimensional model reconstruction and fractal characteristics of crack propagation in jointed sandstone

被引:6
作者
Liu, Ziqi [1 ]
Zheng, Lulin [1 ]
Zuo, Yujun [1 ]
Liu, Hao [2 ]
Hou, Yuanjiang [1 ]
Zhu, Zehua [3 ]
Hao, Zhibin [1 ]
Wang, Xiaokun [1 ]
Huang, Gang [1 ]
机构
[1] Guizhou Univ, Min Coll, Guiyang 550025, Guizhou, Peoples R China
[2] Guizhou Univ, Resources & Environm Coll, Guiyang 550025, Guizhou, Peoples R China
[3] Macao Polytech Univ, Coll Humanities & Social Sci, Macau 999078, Peoples R China
基金
中国国家自然科学基金;
关键词
Numerical simulation; Jointed sandstone; Fractal dimension; Crack propagation; Damage evolution; ROCK; FAILURE; FLAW; MECHANISM;
D O I
10.1007/s40948-024-00797-3
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The presence of random joints, cracks, and other defects significantly affects the meso-damage mechanism and macro-mechanical behavior of the rock. This study employed micro-CT scanning, digital image processing (DIP), and the rock failure process analysis system (RFPA3D) to reconstruct a genuine mesostructure, creating a three-dimensional (3D) numerical model of jointed sandstone. Under uniaxial stress, this model facilitated the meso-damage evolution process of prefabricated cracks in sandstone with varying dip angles. Additionally, the influence of jointed sandstone heterogeneity and prefabricated cracks with various dip angles on its failure mode and meso-damage mechanical properties were investigated. Utilizing the MATLAB platform, a 3D box dimension algorithm was developed to analyze the fractal characteristics of the mesodamage evolution in the sample. This algorithm enabled the quantitative characterization of the meso-damage evolution of sandstone. This study categorized three types of sandstone final failure modes: composite shear failure, shear failure along the joint surface, and tensile failure. Additionally, linear variations in the elastic modulus and compressive strength of the jointed sandstone were observed with increasing prefabricated fracture inclination, highlighting significant anisotropy. The presence of joints was found to induce and control the failure mode of sandstone. The meso-damage evolution process of sandstone was described in terms of the fractal dimension, indicating that more severe damage corresponded to a larger fractal dimension. This approach offers a novel statistical method for studying the progression of rock damage. The impact of crack angles on the sandstone failure mode and meso-damage properties was examined in 3D. Sandstone heterogeneity can initiate and control internal crack propagation. A custom box dimension algorithm was developed to quantify the meso-damage evolution in jointed sandstone by calculating the fracture volume.
引用
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页数:16
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