Applicability of finite difference and finite element methods as a post-processing tool for stran analysis of fold-and-thrust belt model developed with the discrete element method
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An, Soojung
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Kangwon Natl Univ, Dept Geophys, Chunchon 24341, South KoreaKangwon Natl Univ, Dept Geophys, Chunchon 24341, South Korea
An, Soojung
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So, Byung-Dal
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[1] Kangwon Natl Univ, Dept Geophys, Chunchon 24341, South Korea
We develop a fold-and-thrust belts model with extensive brittle-plastic deformations using the discrete element method (DEM), widely adopted for simulating discontinuous granular materials. We confirm that our models are consistent with previous numerical and analog studies in terms of the surface angle, the spacing between two near-thrusts, and the number of thrusts. Furthermore, we build the Python post-processing code for analyzing the strain evolution within the model based on continuum mechanics, i.e., the finite difference method (FDM) and finite element method (FEM). Physical and quantitative analysis such as kinematic sense of fault, the amount of deformation, volumetric strain, and distortion is successfully performed by adopting the finite strain for large geological deformations. The strain calculated based on the FDM is inaccurate at the boundaries but shows a uniform distribution throughout the model, and the FEM shows high accuracy which is comparable with the analytic solution along the boundaries. This suggests that the FEM provides a more efficient tool for analyzing strain fields in geological domains with irregular boundaries such as fold-and-thrust belts. The strain calculation method applied in this study is optimized for the physical analysis of geological structures that have undergone large deviatoric deformations. Moreover, since the DEM inherently includes the frictional granular behaviors of the sediment (e.g., fracture, rotation, disturbance, cementation, and consolidation), our strain analysis method guarantees high feasibility in various cases, such as the observation of the sediments behavior in the surface, the strain analysis of discontinuous structures, and the volume change of sediment layers over time (e.g., settlement and expansion).
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Univ South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn, Wuhan 430072, Hubei, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Liu, He
Zhu, Panpan
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Univ South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Zhu, Panpan
Liu, Quansheng
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Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn, Wuhan 430072, Hubei, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Liu, Quansheng
Sun, Chaoyi
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Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Sun, Chaoyi
Yang, Yongtao
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Univ South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
Yang, Yongtao
He, Guicheng
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Univ South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
He, Guicheng
He, Chuncan
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Dongguan Univ Technol, Sch Environm & Civil Engn, Dongguan 523808, Peoples R ChinaUniv South China, Sch Resource Environm & Safety Engn, Hengyang 421001, Peoples R China
机构:
China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Jia, Pin
Cheng, Linsong
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Cheng, Linsong
Huang, Shijun
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Huang, Shijun
Xu, Zhongyi
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Xu, Zhongyi
Xue, Yongchao
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Xue, Yongchao
Cao, Renyi
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
Cao, Renyi
Ding, Guanyang
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China Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R ChinaChina Univ Petr, Coll Petr Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China