JRMGE / Vol 16 / Issue 4

Article

Three-dimensional finite element simulation and reconstruction of jointed rock models using CT scanning and photogrammetry

Yingxian Lang, Zhengzhao Liang, Zhuo Dong

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a State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China
b School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, China


2024, 16(4): 1348-1361. doi:10.1016/j.jrmge.2023.08.008


Received: 2023-02-19 / Revised: 2023-05-03 / Accepted: 2023-08-14 / Available online: 2023-11-07

2024, 16(4): 1348-1361.

doi:10.1016/j.jrmge.2023.08.008


Received: 2023-02-19

Revised: 2023-05-03

Accepted: 2023-08-14

Available online: 2023-11-07


Abstract:

The geometry of joints has a significant influence on the mechanical properties of rocks. To simplify the curved joint shapes in rocks, the joint shape is usually treated as straight lines or planes in most laboratory experiments and numerical simulations. In this study, the computerized tomography (CT) scanning and photogrammetry were employed to obtain the internal and surface joint structures of a limestone sample, respectively. To describe the joint geometry, the edge detection algorithms and a three-dimensional (3D) matrix mapping method were applied to reconstruct CT-based and photogrammetry-based jointed rock models. For comparison tests, the numerical uniaxial compression tests were conducted on an intact rock sample and a sample with a joint simplified to a plane using the parallel computing method. The results indicate that the mechanical characteristics and failure process of jointed rocks are significantly affected by the geometry of joints. The presence of joints reduces the uniaxial compressive strength (UCS), elastic modulus, and released acoustic emission (AE) energy of rocks by 37%–67%, 21%–24%, and 52%–90%, respectively. Compared to the simplified joint sample, the proposed photogrammetry-based numerical model makes the most of the limited geometry information of joints. The UCS, accumulative released AE energy, and elastic modulus of the photogrammetry-based sample were found to be very close to those of the CT-based sample. The UCS value of the simplified joint sample (i.e. 38.5 MPa) is much lower than that of the CT-based sample (i.e. 72.3 MPa). Additionally, the accumulative released AE energy observed in the simplified joint sample is 3.899 times lower than that observed in the CT-based sample. CT scanning provides a reliable means to visualize the joints in rocks, which can be used to verify the reliability of photogrammetry techniques. The application of the photogrammetry-based sample enables detailed analysis for estimating the mechanical properties of jointed rocks.

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Keywords: X-ray computerized tomography (CT) scanning, Photogrammetry, Parallel computing, Numerical simulation, Uniaxial compression test, Digital image processing

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Yingxian Lang, Zhengzhao Liang, Zhuo Dong, 2024. Three-dimensional finite element simulation and reconstruction of jointed rock models using CT scanning and photogrammetry. J. Rock Mech. Geotech. Eng. 16 (4), 1348-1361.

Author(s) Information

Zhengzhao Liang

✉️ LiangZZ@dlut.edu.cn

Dr. Zhengzhao Liang is a professor at Dalian University of Technology and the dean of the Center for Rock Instability and Seismicity. His research interest includes rock fracture mechanics, numerical modeling of rock instability and failure, and stability analysis and monitoring of slopes and tunnels. Professor Liang won the Rocha Medal in 2008 and the Youth Science and Technology Award of CSRME. He hosted seven national research projects from the Ministry of Science and Technology of China and the Natural Science Fund of China. His research team has published more than 250 papers cited by more than 6200 times.