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Publication : geofluids

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Academic Journal

Investigation of Mechanical Characterization of Transversely Isotropic Rock Mass Based on Rigid Block Discrete Element Method.

Authors : Qian, Kun^1,2 (AUTHOR); Zhang, Qiang³ (AUTHOR); Meng, Qingxiang^1,2 (AUTHOR)

Source: Geofluids. 10/12/2022, p1-14. 14p. 4 Color Photographs, 4 Diagrams, 2 Charts, 9 Graphs.

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Academic Journal

A Study on the Influence of the Conglomerate Mesostructure on Fracture Failure Behavior Based on Discrete Element Method.

Authors : Yan, Yu¹ (AUTHOR); Li, Shiyuan^1,2 (AUTHOR)

Source: Geofluids. 1/27/2021, p1-13. 13p. 10 Color Photographs, 1 Diagram, 1 Chart, 3 Graphs.

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Academic Journal

Modeling Simultaneous Multiple Fracturing Using the Combined Finite-Discrete Element Method.

Authors : Liu, Quansheng¹; Sun, Lei¹; Liu, Pingli²

Source: Geofluids. 2/18/2018, p1-20. 20p. 1 Color Photograph, 16 Diagrams, 2 Charts, 13 Graphs.

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Academic Journal

Study on the Catastrophic Evolution of Tianshan Road Slope under the Freeze-Thaw Cycles.

Authors : Wang, Luqi¹ (AUTHOR); Zhang, Yibing¹ (AUTHOR); Guo, Jian¹ (AUTHOR)

Source: Geofluids. 10/4/2021, p1-12. 12p. 1 Color Photograph, 1 Diagram, 2 Charts, 3 Graphs, 1 Map.

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Academic Journal

Discrete Element Simulation Analysis of the Bending and Toppling Failure Mechanisms of High Rock Slopes.

Authors : Meng, Zhigang^1,2,3 (AUTHOR); Hou, Yongli^1,4 (AUTHOR); Guo, Longji² (AUTHOR)

Source: Geofluids. 1/31/2021, p1-12. 12p. 4 Color Photographs, 2 Black and White Photographs, 4 Charts, 2 Graphs.

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Academic Journal

Investigation into the Mechanism of the Steel Particle Feeding Process: A Numerical and Experimental Study.

Authors : Li, Lei¹ (AUTHOR); Xing, Xueyang² (AUTHOR); Wang, Fangxiang³ (AUTHOR)

Source: Geofluids. 1/22/2021, p1-8. 8p. 1 Black and White Photograph, 2 Diagrams, 1 Chart, 4 Graphs.

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Academic Journal

Failure Mechanism and Control Technology for a Large-Section Roadway under Weakly Cemented Formation Condition.

Authors : Yin, Jiadi¹ (AUTHOR); Fu, Baojie¹ (AUTHOR); Zhang, Hualei¹ (AUTHOR)

Source: Geofluids. 12/24/2020, p1-11. 11p. 5 Color Photographs, 5 Diagrams, 2 Charts, 3 Graphs, 1 Map.

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Academic Journal

Wellbore Stability of a Deep-Water Shallow Hydrate Reservoir Based on Strain Softening Characteristics.

Authors : Feng, Wenrong^1,2 (AUTHOR); Li, Danqiong³ (AUTHOR); Wang, Guorong⁴ (AUTHOR)

Source: Geofluids. 12/16/2020, p1-11. 11p. 2 Color Photographs, 4 Charts, 12 Graphs.

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Academic Journal

Quantitative Study on the Contact Force and Force Chain Characteristics of Ore Particle Systems during Ore Drawing from a Single Drawpoint under the Influence of a Flexible Barrier.

Authors : Chen, Qingfa¹ (AUTHOR); Qin, Shikang¹ (AUTHOR); Wu, Shiwei¹ (AUTHOR)

Source: Geofluids. 2/19/2020, p1-13. 13p. 6 Color Photographs, 2 Diagrams, 4 Charts, 3 Graphs.

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Academic Journal

Stability Analysis of a Slope considering Two Reinforcement Processes.

Authors : Chen, Wei¹ (AUTHOR); Li, Dongbai¹ (AUTHOR); Ma, Ting² (AUTHOR)

Source: Geofluids. 11/5/2020, p1-13. 13p. 1 Color Photograph, 4 Diagrams, 4 Charts, 8 Graphs.

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فلترة النتائج

Investigation of Mechanical Characterization of Transversely Isotropic Rock Mass Based on Rigid Block Discrete Element Method.

A Study on the Influence of the Conglomerate Mesostructure on Fracture Failure Behavior Based on Discrete Element Method.

Modeling Simultaneous Multiple Fracturing Using the Combined Finite-Discrete Element Method.

Study on the Catastrophic Evolution of Tianshan Road Slope under the Freeze-Thaw Cycles.

Discrete Element Simulation Analysis of the Bending and Toppling Failure Mechanisms of High Rock Slopes.

Investigation into the Mechanism of the Steel Particle Feeding Process: A Numerical and Experimental Study.

Failure Mechanism and Control Technology for a Large-Section Roadway under Weakly Cemented Formation Condition.

Wellbore Stability of a Deep-Water Shallow Hydrate Reservoir Based on Strain Softening Characteristics.

Quantitative Study on the Contact Force and Force Chain Characteristics of Ore Particle Systems during Ore Drawing from a Single Drawpoint under the Influence of a Flexible Barrier.

Stability Analysis of a Slope considering Two Reinforcement Processes.

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