Online First have been peer-reviewed and accepted, which are not yet assigned to volumes /issues, but are citable by Digital Object Identifier (DOI).
Design and experimental research of wheeled inspection robot for main coal flow transportation roadway based on rocker walking mechanism
Abstract:
At present, the main coal flow transportation system of most coal mines in China has basically realized continuity, mechanization and automation, which puts forward higher requirements for the safety monitoring and inspection efficiency in the main transportation roadway, and the research and development and application demand of safety control roadway inspection robots are thriving. At present, the roadway inspection robot mainly adopts the suspension track inspection mode, but due to the problem of viewing angle, it cannot inspect the equipment with a low position and is blocked, and it is difficult to meet the all-round inspection needs of underground roadway and equipment. Therefore, it is urgent to develop a more flexible and mobile wheeled inspection robot, which can be used in conjunction with the orbital inspection robot to realize the all-round inspection of the underground main roadway and its internal equipment. In this paper, the system structure of the inspection robot is determined through the analysis of the underground roadway inspection scene, and the obstacle crossing walking mechanism of the robot is analyzed and designed. In order to meet the walking performance requirements of wheeled robots under special terrain conditions of roadways, the quantitative models of crawler, wheeled crawler and rocker walking systems were established, and the performance of the robot walking system was comprehensively analyzed by using Delphi method and network analysis method, and the results showed that the robot mobile chassis based on the rocker walking mechanism had the best walking adaptability in the underground roadway environment. Finally, facing the topographical characteristics of the main roadway and the transportation equipment environment of the underground coal mine, the underground roadway model was built, and the robot inspection test in the simulated roadway was carried out in the laboratory, and the results showed that the rocker wheeled inspection robot showed good environmental adaptability in the walking test of ramps, steps and ditches, and could meet the inspection needs of the underground roadway and its main equipment, so as to provide theoretical and technical support for the realization of all-round robot inspection of the underground main roadway.
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Research on Resistance Verification and Instability Criterion of Flexible Formwork Concrete Wall Support for Leaving Tunnels Along the Gob
Abstract:
The stability of the overburden rock caving structure and concrete wall in gob-side entry retaining using a flexible formwork concrete wall is crucial for its success. This study focuses on the 52606 flexible formwork concrete wall in the Daliuta Coal Mine. By combining physical simulation and theoretical analysis, we examined the caving structure of overburden rock during the mining process and calculated the stability of the surrounding rock in the retaining roadway. The support resistance of the concrete wall in different stages determines its safety factor. Results from the simulation experiment reveal that after mining the two working faces, the collapse of the overlying strata above the concrete wall forms a short cantilever beam structure, with a larger collapse angle on the concrete wall side compared to the coal wall side. The first fracture position of the roadway roof along the goaf is on the side of the concrete wall above the goaf, while the second fracture position is in the upper overburden rock forming the cantilever beam structure. The mechanical parameters needed to calculate the concrete wall's support resistance were obtained. The stability of the concrete wall during different mining stages is related to the ratio N of the ultimate load to the actual load. When N > 1, the concrete wall remains stable during the mining process. This study provides a significant theoretical basis for determining instability and controlling the roof in gob-side entry retaining with a flexible formwork concrete wall in China.
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Investigations on the disaster mechanism and roof cutting control technology of overhanging thick-hard roof
Abstract:
In response to the problem of large deformation and high instability risk of surrounding rock in the gob-roadway under the lateral thick-hard overhanging roof, this article takes the headgate of the No. 3810 longwall face of Majiliang Coal Mine as the engineering background and investigates the field deformation and failure characteristics. A mechanical model for thick and hard lateral suspended roof was established to determine the reasonable cutting position, which is the distance of coal pillars within 3.98m. A UDEC numerical calculation model was established to invert and analyze the influence of the length and cutting position of the thick- hard overhanging roof on the vertical stress distribution, failure depth, and deformation and failure characteristics of the coal pillar and surrounding rock. The disaster caused by the thick - hard lateral overhanging roof and the pressure relief control mechanism of the roof cutting were revealed. Based on theoretical analysis and simulation results, a hydraulic fracturing for roof cutting technology scheme and its key parameters were proposed and successfully applied in on-site engineering practice. The results show that the maximum deformation of the two sides of the roadway is 600mm, and the maximum subsidence of the roof is 277mm; Compared with the deformation of the roadway in the uncut section, the deformation is reduced by 39.6% (for both sides) and 31.8% (for the roof), effectively reducing the amount of roadway repair work and ensuring safe and efficient coal production.
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Study on the height evolution and prediction of water conducting fracture zones in overlying strata during layered mining of thick coal seams
Abstract:
Previous studies have focused on the height of water-conducting fracture zones in single coal seam mining, but there has been little research on predicting the height of water-conducting fracture zones in overburden rock during mining of extremely thick coal seams. This article takes the working face (9-15) of the Luanhuagou Coal Mine in the southern Xinjiang coalfield as the research area, quantitatively evaluates the development characteristics and evolution laws of the overburden rock fracture field under the condition of fully mechanized top-coal caving mining in extremely thick coal seams, and uses machine learning methods to construct a water-conducting fracture zone height prediction model based on particle swarm optimization algorithm support vector regression (PSO-SVR).Research shows that the overall evolution of fractures in the layered fully mechanized top-coal caving mining of a thick coal seam working face generally presents four stages: the rising dimension stage, the decreasing dimension stage, the stable stage, and the fluctuating stage.Among them, the fractal dimension rises rapidly due to the breakage and collapse of the roof overburden affected by mining.However, the fractal dimension of the overlying rock gradually decreases due to compaction.In addition, the correlation coefficient R of the PSO-SVR model is greater than 0.95, and the average absolute error, average deviation, and root mean square error are small. The absolute error between the model prediction value and the measured value is 12.52 m, and the relative error is 4.86%. This indicates that the PSO-SVR model can effectively and accurately predict the height of the water-conducting fracture zone in the mining of thick coal seams.
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[Achievements of Scientific Research]
Analysis of wireless transmission tests in mines and preferred working frequency bands for mining 5G
SUN Jiping, PENG Ming, LIU Bin
2024, 50(10): 1-11, 20.   doi: 10.13272/j.issn.1671-251x.18221
Abstract: The development and deployment of mobile communication systems, personnel and vehicle positioning systems in mines require an analysis of wireless transmission characteristics, the selection of preferred working frequency bands, and the optimization of wireless communication base stations and positioning substations. In this study, wireless transmission tests were conducted in a large frequency range from 350 MHz to 6 GHz in mine environments such as curved tunnels, branch tunnels, main transportation tunnels, excavation tunnels, and fully mechanized mining faces. The test results were analyzed, revealing the characteristics of wireless transmission in mines: ① In curved tunnels, the lower the wireless transmission frequency, the smaller the attenuation, with the least attenuation in the 350 MHz to 900 MHz frequency band. ② In branch tunnels, the lower the frequency, the smaller the attenuation, with the least attenuation in the 350 MHz to 900 MHz frequency band. ③ In main transportation tunnels, the least wireless transmission attenuation was found in the 700 MHz to 900 MHz frequency band. ④ In excavation tunnels, the least attenuation was in the 700 MHz to 900 MHz frequency band. ⑤ In fully mechanized mining faces, the least attenuation was observed in the 433 MHz to 1 300 MHz frequency band. ⑥ With the same cross-sectional area of the tunnels, wireless transmission attenuation in curved tunnels was smaller than in branch tunnels, and the attenuation in branch tunnels emitted from branch sources was smaller than that emitted from main tunnels. Curves and branches in tunnels increased wireless transmission attenuation. Furthermore, this paper proposed the preferred working frequency bands and the best arrangement of antennas for wireless communication systems in underground coal mines, specifically in curved and branch tunnels: ① The working frequency bands for underground wireless communication systems should preferably be in the 700 MHz to 900 MHz range. ② To minimize the impact of curves and branches in tunnels on wireless transmission, wireless communication base stations, positioning substations, and their antennas should be set at the turning points of curved tunnels and at the branch points of branch tunnels. The research results have been applied to the People's Republic of China energy industry standards NB/T 11546-2024 General specification of 5G communication system for coal mines, NB/T 11523-2024 5G communication base station for coal mines, and NB/T 11547-2024 5G communication baseband controller for coal mines.
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[Special of Mine Unmanned Driving Technology]
Global path planning algorithm for mining vehicles integrating simplified visibility graph and A* algorithm
ZHANG Chuanwei, LU Siyan, QIN Peilin, ZHOU Rui, ZHAO Ruiqi, YANG Jiajia, ZHANG Tianle, ZHAO Cong
2024, 50(10): 12-20.   doi: 10.13272/j.issn.1671-251x.2024070048
Abstract: To address the low path planning efficiency of mining vehicles in narrow, winding underground tunnels with unknown obstacles, a global path planning algorithm, DVGA*, was proposed, integrating simplified visibility graphs (SVG) and the A* algorithm. Based on the construction of a point cloud map of the real environment, the algorithm connected the vehicle's visual tangent points from different viewpoints to dynamically generate the SVG. The visual tangent points were sequentially stored in the OPEN list as nodes, and nodes were selected for the CLOSED list based on the A* algorithm's evaluation function to ensure the shortest path. This process continued until the endpoint appeared in the OPEN list, resulting in the optimal path points being stored while the remaining nodes in the OPEN list were deleted. Finally, a path smoothing algorithm was utilized to further reduce the number of path nodes, thereby enhancing path planning efficiency. Experimental results indicated that compared to the Complete Visibility Graph + A* algorithm, SVG + A* algorithm, and SVGCA* algorithm, the DVGA* algorithm had the shortest planning time for complex long-distance paths, with average path lengths reduced by 10.79%, 6.26%, and 2.86%, respectively, demonstrating stronger adaptability and higher planning success rates. Results from underground tests showed that in areas with variable tunnel widths and while avoiding static obstacles, the path planned by DVGA* was smoother compared to that of the SVGCA* algorithm. When avoiding dynamic obstacles, DVGA* was able to promptly correct the path, ensuring timely and stable path planning. In complex and variable tunnel environments, the planning time and path length of DVGA* were reduced by 11.51% and 1.54%, respectively, compared to SVGCA*, indicating higher environmental adaptability and stability.
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[Special of Mine Unmanned Driving Technology]
IMU-LiDAR integrated SLAM technology for unmanned driving in mines
HU Qingsong, LI Jingwen, ZHANG Yuansheng, LI Shiyin, SUN Yanjing
2024, 50(10): 21-28.   doi: 10.13272/j.issn.1671-251x.18209
Abstract: Simultaneous localization and mapping (SLAM) is a critical technology for unmanned driving. Existing SLAM methods have the drawbacks of significant cumulative errors and drift in coal mine roadway environment. In this study, a roadway environment feature-assisted SLAM algorithm integrating inertial measurement unit (IMU) and LiDAR was proposed. IMU observation data was used to predict the motion state of point cloud and motion compensation was applied to reduce point cloud distortion caused by equipment movement. Pose transformation information from LiDAR odometry was obtained through point cloud registration, forming a LiDAR odometry constraint. Point clouds from roadway sidewalls and floor were extracted and fitted to planes, establishing environmental constraints. Using IMU pre-integration constraints, LiDAR odometry constraints, and environmental constraints, the algorithm applied factor graph optimization to achieve tight coupling between LiDAR and IMU, enabling high-precision 3D reconstruction of roadway scenes and accurate localization of autonomous vehicles. Simulation experiments showed that the absolute trajectory root mean square error (RMSE) of the roadway environment feature-assisted IMU-LiDAR integrated SLAM algorithm was 0.1162 m, and the relative trajectory RMSE was 0.0409 m, improving positioning accuracy compared to commonly used algorithms such as LeGO-LOAM and LIO-SAM. Based on the test results in a real environment, the algorithm provides excellent mapping performance with no drift or trailing, demonstrating strong environmental adaptability and robustness.
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[Special of Mine Unmanned Driving Technology]
Research on pedestrian detection technology for mining unmanned vehicles
ZHOU Libing, YU Zhengqian, WEI Jianjian, JIANG Xueli, YE Baisong, ZHAO Yexin, YANG Siliang
2024, 50(10): 29-37.   doi: 10.13272/j.issn.1671-251x.2024050058
Abstract: The working environment of mining unmanned vehicles features complex lighting conditions, leading to frequent occurrences of missed detections in pedestrian detection, which undermines the reliability and safety of these vehicles. To address the challenges posed by intricate tunnel lighting conditions, a low-light image enhancement algorithm was proposed. This algorithm decomposed low-light images from the RGB color space into the HSV color space, applied a Logarithm function to enhance the V component, and employed a bilateral filter to reduce noise. Morphological operations were applied to the S component for closing, followed by Gaussian filtering to further eliminate noise. The enhanced image was then transformed back into the RGB color space and subjected to a semi-implicit ROF denoising model for additional noise reduction, resulting in an enhanced image. To tackle issues of missed detections and low accuracy in pedestrian detection, an improved YOLOv3-based pedestrian detection algorithm for mining unmanned vehicles was introduced. This approach replaced the Residual connections in YOLOv3 with densely connected modules to enhance feature map utilization. Additionally, a Slim-neck structure optimized the feature fusion architecture of YOLOv3, facilitating efficient information fusion between feature maps and further improving the detection accuracy for small-target pedestrians, while its unique lightweight convolutional structure enhanced detection speed. Finally, a lightweight convolutional block attention module (CBAM) was integrated to improve attention to object categories and locations, thereby enhancing pedestrian detection accuracy. Experimental results demonstrated that the proposed low-light image enhancement algorithm effectively improved image visibility, making pedestrian textures clearer and achieving better noise suppression. The average precision of the pedestrian detection algorithm for mining unmanned vehicles based on enhanced images reached 95.68%, representing improvements of 2.53%, 6.42%, and 11.77% over YOLOv5, YOLOv3, and a coal mine key position personnel unsafe behavior recognition method based on improved YOLOv7 and ByteTrack, respectively, with a runtime of 29.31 ms. YOLOv3 and a coal mine key position personnel unsafe behavior recognition method based on improved YOLOv7 and ByteTrack experienced missed detections and false positives based on enhanced images, while the proposed pedestrian detection algorithm effectively mitigated these issues.
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[Special of Mine Unmanned Driving Technology]
Research status and development trends of SLAM technology in autonomous mining field
CUI Shaoyun, BAO Jiusheng, HU Deping, YUAN Xiaoming, ZHANG Kekun, YIN Yan, WANG Maosen, ZHU Chenzhong
2024, 50(10): 38-52.   doi: 10.13272/j.issn.1671-251x.2024070010
Abstract: Autonomous driving is identified as one of the key technologies for mining intelligence, with simultaneous localization and mapping (SLAM) technology serving as a key link to realize autonomous driving. To advance the development of SLAM technology in autonomous mining, this paper discusses the principles of SLAM technology, mature ground SLAM solutions, the current research status of mining SLAM, and future development trends. Based on the sensors employed in SLAM technology, the study analyzes the technical principles and corresponding frameworks from three aspects: vision, laser, and multi-sensor fusion. It is noted that visual and laser SLAM technologies, which utilize single cameras or LiDAR, are susceptible to environmental interference and cannot adapt to complex environments. Multi-sensor fusion SLAM emerges as the most effective solution. The research examines the status of mining SLAM technology, analyzing the applicability and research value of visual, laser, and multi-sensor fusion SLAM technologies in underground coal mines and open-pit mines. It concludes that multi-sensor fusion SLAM represents the optimal research approach for underground coal mines, while the research value of SLAM technology in open-pit mines is limited. Based on the challenges identified in underground SLAM technology, such as accumulated errors over time and activity range, adverse effects from various scenes, and the inadequacy of various sensors to meet the hardware requirements for high-precision SLAM algorithms, it is proposed that future developments in SLAM technology for autonomous mining should focus on multi-sensor fusion, solid-state solutions, and intelligent development.
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[Special of Mine Unmanned Driving Technology]
Research on the targetless automatic calibration method for mining LiDAR and camera
YANG Jiajia, ZHANG Chuanwei, ZHOU Libing, QIN Peilin, ZHAO Ruiqi
2024, 50(10): 53-61, 89.   doi: 10.13272/j.issn.1671-251x.2024070056
Abstract: The realization of autonomous driving for mining vehicles relies on accurate environmental perception, and the combination of LiDAR and cameras can provide richer and more accurate environmental information. To ensure effective fusion of LiDAR and cameras, external parameter calibration is necessary. Currently, most mining intrinsically safe onboard LiDARs are 16-line LiDARs, which generate relatively sparse point clouds. To address this issue, this paper proposed a targetless automatic calibration method for mining LiDAR and camera. Multi-frame point cloud fusion was utilized to obtain fused frame point clouds, increasing point cloud density and enriching point cloud information. Then, effective targets such as vehicles and traffic signs in the scene were extracted using panoramic segmentation. By establishing a corresponding relationship between the centroids of 2D and 3D effective targets, a coarse calibration was completed. In the fine calibration process, the effective target point clouds were projected onto the segmentation mask after inverse distance transformation using the coarse-calibrated external parameters, constructing an objective function based on the matching degree of effective target panoramic information. The optimal external parameters were obtained by maximizing the objective function using a particle swarm algorithm. The effectiveness of the method was validated from three aspects: quantitative, qualitative, and ablation experiments. ① In the quantitative experiments, the translation error was 0.055 m, and the rotation error was 0.394°. Compared with the method based on semantic segmentation technology, the translation error was reduced by 43.88%, and the rotation error was reduced by 48.63%. ② The qualitative results showed that the projection effects in the garage and mining area scenes were highly consistent with the true values of the external parameters, demonstrating the stability of the method. ③ Ablation experiments indicated that multi-frame point cloud fusion and the weight coefficients of the objective function significantly improved calibration accuracy. When using fused frame point clouds as input compared to single-frame point clouds, the translation error was reduced by 50.89%, and the rotation error was reduced by 53.76%. Considering the weight coefficients, the translation error was reduced by 36.05%, and the rotation error was reduced by 37.87%.
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[Special of Mine Unmanned Driving Technology]
Method for identifying passable areas in mines based on spatiotemporal continuous compensation
DAI Bo, WANG Yafei, LI Ruoyao, LI Zexing, ZHANG Yichen, ZHANG Ruitao
2024, 50(10): 62-67, 79.   doi: 10.13272/j.issn.1671-251x.2024050067
Abstract: Identifying passable areas is a crucial aspect of autonomous driving technology in mining. Open-pit mining road scenes are characterized by unclear road boundaries and varying surface flatness. When using traditional concentric circle ground segmentation models for fitting mining road planes, misclassification issues often arise, such as disconnection between passable areas and vehicles, and inconsistencies in passable area recognition results across frames. This paper proposed a method for identifying passable areas in mining roads based on spatiotemporal continuous compensation. First, the mining road was modeled using a concentric circle model, and principal component analysis was applied for multi-plane fitting to obtain the initial segmentation results of passable areas. Next, based on spatial connectivity, regional connectivity filtering and point connectivity filtering were performed on the initial passable areas using the region-growing algorithm and density-based spatial clustering of applications with noise algorithm, respectively, to obtain passable areas that meet spatial connectivity criteria. Finally, to eliminate unstable regions with inconsistent passability across different point cloud frames, a grid map was constructed based on a normal distribution transformation algorithm, and temporal stability weights were used to assess grid stability, ultimately filtering out unstable regions through regional grid projection. Test results in mining indicated that the proposed method for identifying passable areas achieved an accuracy of 93.44%, representing a 2.27% improvement over existing mainstream algorithms; the recall rate was 99.14%, reflecting an 8.26% enhancement compared to current mainstream algorithms. The proposed method not only exhibits good spatial connectivity in disconnected areas but also demonstrates strong temporal stability in rugged regions.
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[Special of Mine Unmanned Driving Technology]
Research on lateral-longitudinal coordinated control of unmanned dump trucks in open-pit mine
PAN Guoyu, BAO Jiusheng, HU Deping, ZOU Xueyao, YIN Yan, WANG Maosen, ZHU Chenzhong, ZHANG Lei, YANG Rui
2024, 50(10): 68-79.   doi: 10.13272/j.issn.1671-251x.2024070017
Abstract: Open-pit mine unmanned dump trucks face harsh transportation conditions, such as low-grade roads with numerous ramps and curves, as well as heavy and highly variable loads. Most existing vehicle motion control strategies are designed for conventional road environments, making them unsuitable for direct application to mine dump trucks. To address these issues, a lateral-longitudinal coordinated control system based on preview error and layered feedback was proposed for unmanned open-pit mine dump trucks. The lateral control was based on a linear quadratic regulator (LQR) and employed a feedforward controller to reduce steady-state errors, while a fuzzy controller was used to adaptively adjust the preview distance, thereby improving path tracking accuracy. The longitudinal control established a layered feedback longitudinal speed controller, which used model predictive control and fuzzy proportional-integral-differential (PID) feedback control. In addition, an inverse model for vehicle driving and braking was established to minimize the impact of load and road gradient changes on longitudinal speed tracking. Simulation results indicated that: ① The error between the actual speed and the desired speed was within 2%, demonstrating that the speed tracking performance of the dump truck could meet requirements under both empty downhill and fully loaded uphill conditions. ② Due to the lateral-longitudinal coordinated control’s ability to adjust vehicle speed in real time based on varying road curvature, the coordinated controller achieved higher path tracking accuracy compared to single lateral control in both operating conditions, while also enhancing vehicle maneuverability and stability. Laboratory test results showed that: ① The peak lateral error during empty downhill runs was 0.0199 m, and the peak direction error was 0.1840 rad. Both errors increased at curves, but their fluctuations were minimal, ensuring that the test vehicle effectively tracked the desired path. ② During loaded uphill runs, the peak lateral error was 0.0168 m, and the peak direction error was 0.0714 rad. The error trends were opposite to those observed in empty downhill tests, but the errors remained within acceptable limits, resulting in good path tracking performance. ③ Both peak errors were lower compared to those in empty downhill tests, which validated the effect of varying speeds on lateral control accuracy.
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