首页|3D morphology and formation mechanism of fractures developed by true triaxial stress

3D morphology and formation mechanism of fractures developed by true triaxial stress

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As main part of underground rock mass,the three-dimensional(3D)morphology of natural fractures plays an important role in rock mass stability.Based on previous studies on 3D morphology,this study probes into the law and mechanism regarding the influence of the confining pressure constraints on 3D morphological features of natural fractures.First,fracture surfaces were obtained by true triaxial com-pression test and 3D laser scanning.Then 3D morphological parameters of fractures were calculated by using Grasselli's model.The results show that the failure mode of granites developed by true triaxial stress can be categorized into tension failure and shear failure.Based on the spatial position of fractures,they can be divided into tension fracture surface,S-1 shear fracture surface,and S-2 shear fracture sur-face.Micro-failure of the tension fracture surface is dominated by mainly intergranular fracture;the maximum height of asperities on the fracture surface and the 3D roughness of fracture surfaces are influ-enced by σ3 only and they are greater than those of shear fracture surfaces,a lower overall uniformity than tension fracture surface.S-1 shear fracture surface and S-2 shear fracture surface are dominated by intragranular and intergranular coupling fracture.The maximum height of asperities on the fracture surface and 3D roughness of fracture surface are affected by σ1,σ2,and σ3.With the increase of σ2 orσ3,the cutting off of asperities on the fracture surface becomes more common,the maximum height of asperities and 3D roughness of fracture surface further decrease,and the overall uniformity gets fur-ther improved.The experimental results are favorable for selecting technical parameters of enhanced geothermal development and the safety of underground mine engineering.

True triaxial stressFailure modeFracture angle3D morphologyMicro-fracture

Bing Chen、Baotang Shen、Shichuan Zhang、.Yangyang Li、Haiyang Jiang

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State Key Laboratory of Mining Disaster Prevention and Control Co-founded,Shandong University of Science and Technology,Qingdao 266590,China

CSIRO Mineral Resources,Queensland 4069,Australia

No.1 Institute of Geology and Mineral Resource Exploration of Shandong Province,Jinan 250010,China

College of New Energy and Environment,Jilin University,Changchun 130012,China

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国家自然科学基金国家自然科学基金山东省自然科学基金山东省自然科学基金

5197417352004147ZR2020QD122ZR2020QE129

2022

矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDCSCDSCIEI
影响因子:1.222
ISSN:2095-2686
年,卷(期):2022.32(6)
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