Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks
In this study, the uniaxial compression test and PFC 2D numerical simulation were carried out on the artificial rock specimen with T-shaped prefabricated fractures. The effects of the lengths l1, l2 of the main fractures, the length l3 of the secondary fracture, and the angle β between the secondary...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2023-06-01
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| Series: | Archives of Civil Engineering |
| Subjects: | |
| Online Access: | https://journals.pan.pl/Content/127751/PDF/art17_int.pdf |
| _version_ | 1827912724661665792 |
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| author | Xiong Liangxiao Haijun Chen Zhongyuan Xu Deye Hu |
| author_facet | Xiong Liangxiao Haijun Chen Zhongyuan Xu Deye Hu |
| author_sort | Xiong Liangxiao |
| collection | DOAJ |
| description | In this study, the uniaxial compression test and PFC 2D numerical simulation were carried out on the artificial rock specimen with T-shaped prefabricated fractures. The effects of the lengths l1, l2 of the main fractures, the length l3 of the secondary fracture, and the angle β between the secondary fracture and the loading direction on the uniaxial compressive strength and crack evolution law of specimen were studied. The research results show that the change of l1, l2 and β has obvious effect on the compressive strength and crack growth of the specimen, but the change of l3 has little effect on the compressive strength of the specimen. When l3 = 40 mm and l1 ≠ l2, the angle β influences on the crack propagation and failure mode of the specimen. |
| first_indexed | 2024-03-13T02:19:40Z |
| format | Article |
| id | doaj.art-1822194c4db14f66b82357ca8de6d1a9 |
| institution | Directory Open Access Journal |
| issn | 1230-2945 2300-3103 |
| language | English |
| last_indexed | 2024-03-13T02:19:40Z |
| publishDate | 2023-06-01 |
| publisher | Polish Academy of Sciences |
| record_format | Article |
| series | Archives of Civil Engineering |
| spelling | doaj.art-1822194c4db14f66b82357ca8de6d1a92023-06-30T10:08:31ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452300-31032023-06-01vol. 69No 2227244https://doi.org/10.24425/ace.2023.145265Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracksXiong Liangxiao0https://orcid.org/0000-0002-6366-5187Haijun Chen1https://orcid.org/0000-0003-0094-9649Zhongyuan Xu2https://orcid.org/0000-0003-4303-1870Deye Hu3https://orcid.org/0000-0001-8132-0812School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, ChinaGeotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, 210029, ChinaFaculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, ChinaSchool of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, ChinaIn this study, the uniaxial compression test and PFC 2D numerical simulation were carried out on the artificial rock specimen with T-shaped prefabricated fractures. The effects of the lengths l1, l2 of the main fractures, the length l3 of the secondary fracture, and the angle β between the secondary fracture and the loading direction on the uniaxial compressive strength and crack evolution law of specimen were studied. The research results show that the change of l1, l2 and β has obvious effect on the compressive strength and crack growth of the specimen, but the change of l3 has little effect on the compressive strength of the specimen. When l3 = 40 mm and l1 ≠ l2, the angle β influences on the crack propagation and failure mode of the specimen.https://journals.pan.pl/Content/127751/PDF/art17_int.pdfartificial rock speciment-shaped crackuniaxial compression test |
| spellingShingle | Xiong Liangxiao Haijun Chen Zhongyuan Xu Deye Hu Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks Archives of Civil Engineering artificial rock specimen t-shaped crack uniaxial compression test |
| title | Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks |
| title_full | Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks |
| title_fullStr | Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks |
| title_full_unstemmed | Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks |
| title_short | Uniaxial compression test and numerical simulation of rock-like specimen with T-Shaped cracks |
| title_sort | uniaxial compression test and numerical simulation of rock like specimen with t shaped cracks |
| topic | artificial rock specimen t-shaped crack uniaxial compression test |
| url | https://journals.pan.pl/Content/127751/PDF/art17_int.pdf |
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