Baotang Shen
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Baotang Shen has a total of 6 co-authors. Here are the top co-authors by number of shared publications:
- Buchu Zhang
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2 shared publications - Shichuan Zhang
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2 shared publications - Shilong Song
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2 shared publications - Xuexian Han
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2 shared publications - Yangyang Li
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
2 shared publications - Jinming Dang
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
1 shared publication
Latest Publications
- Open Access
- 5 September 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (17) , 7905
Conducting Research to Identify Key Features and Critical Nodes in the Coalescence and Instability of Pre-Fabricated Jointed Rock
The instability of jointed rock masses has been a persistent concern in China’s underground geotechnical engineering, particularly regarding rock mass instability triggered by structural activation, such as faulting. This form of instability constitutes a significant type of dynamic geological hazard in the field of geotechnical engineering. Research on the mechanism of jointed rock mass instability typically concentrates on various characteristics associated with structural activation but frequently neglects the interplay between coalescence instability within the jointed zones and the intact zones, as well as the development and evolution of abrupt water channels. To delve into the coalescence instability characteristics between jointed and intact zones, this study conducted uniaxial compression tests on macro-scale pre-fabricated jointed sandstone. The research results show that the failure process of the specimen consists of a strong deviation linear stage, a sub-critical stage, and an unstable stage. The main failure process occurs during the sub-critical stage.
- 5 September 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (17) , 7905
Open AccessConducting Research to Identify Key Features and Critical Nodes in the Coalescence and Instability of Pre-Fabricated Jointed Rock
The instability of jointed rock masses has been a persistent concern in China’s underground geotechnical engineering, particularly regarding rock mass instability triggered by structural activation, such as faulting. This form of instability constitutes a significant type of dynamic geological hazard in the field of geotechnical engineering. Research on the mechanism of jointed rock mass instability typically concentrates on various characteristics associated with structural activation but frequently neglects the interplay between coalescence instability within the jointed zones and the intact zones, as well as the development and evolution of abrupt water channels. To delve into the coalescence instability characteristics between jointed and intact zones, this study conducted uniaxial compression tests on macro-scale pre-fabricated jointed sandstone. The research results show that the failure process of the specimen consists of a strong deviation linear stage, a sub-critical stage, and an unstable stage. The main failure process occurs during the sub-critical stage.
- Open Access
- 3 September 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (17) , 7760
Simulation and On-Site Monitoring of Deformation Characteristics of Roadway Excavation along Goaf in Soft and Thick Coal Seams in Western Mining Areas
In the western mining region, weakly cemented rock layers above the coal seams often lead to frequent catastrophic accidents during mining due to their instability. To address this, this paper analyzes the movement characteristics of surrounding rock in the recovery roadway and the effectiveness of from nearby large coal pillar roadways. A mechanical model for the failure of weakly cemented roadways was established, and numerical simulations were used to verify the feasibility of leaving small coal pillars along soft, thick coal seams. Additionally, existing measurements were used to evaluate the impact of leaving small coal pillars on the deformation of the surrounding rock in the recovery roadway. The results show that after changing the coal pillar retention to 5 m in the 130,205 working face of the Yangchangwan mining area, the roadway is in a low-stress zone, with minimal surrounding rock deformation, meeting safety requirements for production.
- 3 September 2024
- Published by MDPI AG in Applied Sciences
- Vol. 14 (17) , 7760
Open AccessSimulation and On-Site Monitoring of Deformation Characteristics of Roadway Excavation along Goaf in Soft and Thick Coal Seams in Western Mining Areas
In the western mining region, weakly cemented rock layers above the coal seams often lead to frequent catastrophic accidents during mining due to their instability. To address this, this paper analyzes the movement characteristics of surrounding rock in the recovery roadway and the effectiveness of from nearby large coal pillar roadways. A mechanical model for the failure of weakly cemented roadways was established, and numerical simulations were used to verify the feasibility of leaving small coal pillars along soft, thick coal seams. Additionally, existing measurements were used to evaluate the impact of leaving small coal pillars on the deformation of the surrounding rock in the recovery roadway. The results show that after changing the coal pillar retention to 5 m in the 130,205 working face of the Yangchangwan mining area, the roadway is in a low-stress zone, with minimal surrounding rock deformation, meeting safety requirements for production.