Category Ranking

98%

Total Visits

921

Avg Visit Duration

2 minutes

Citations

20

Article Abstract

Currently, most of the roadways adopt one support design strategy, which leads to high stress and insufficient support parameters in some crushed areas of the roadways and excess support parameters in some stable regions. There is an urgent need for a reliable method of grading the roadway perimeter rock to realize a reasonable support design for the whole area and cycle of the roadways. Taking Xiaobaodang No.1 coal mine as the background, Based on previous research, we utilized SPSS to analyze the data and selected ten indicators that significantly influence roof stability and are easily obtainable. The relatIVe weights between the influencing factors were determined using the hierarchical analysis method. The results showed that fIVe key factors, namely, roadway depth, roof strength, direct roof thickness, mining height, and rock integrity, emphatically affect the roof's stability. Based on the borehole data in the study area of the mine, 40 sets of borehole data were processed using normalization, and based on the weights of the influencing factors, a classification formula for the stability of the roadway perimeter rock was proposed to classify the boreholes initially. The roadway roof stability classification model of the BP neural network is constructed. The accuracy of the training set of 40 sets of drill hole data is 92.8%, and the accuracy of the test set is 91.7%. The classification results of the model are verified by using the mine pressure data of the mined face, and the mine pressure data shows a noticeable step change with the classification results, which puts forward theoretical references for the subsequent differentiated support of the working face. Numerical simulation software is used to analyze the vertical stress of different types of roof layers and the vertical stress of coal pillars, and the vertical stress of coal pillars at the roof layers that are highly prone to collapse of the roof is higher than that at other roof layers, so it is necessary to strengthen the support.

Download full-text PDF

Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC12335503PMC
http://dx.doi.org/10.1038/s41598-025-14287-3DOI Listing

Publication Analysis

Top Keywords

roof stability
12
vertical stress
12
roof layers
12
roadway roof
8
support design
8
support parameters
8
roadway perimeter
8
perimeter rock
8
roof
8
weights influencing
8

Similar Publications

To address the problem of large deformation challenges encountered in the two entries of the working face during the extraction of "three-soft coal seam" in deep mines, taking the No. 1509 isolated working face in Shanyang Coal Mine as the engineering background, this study comprehensively employs laboratory experiments, field measurements, theoretical calculations, and FLAC3D numerical simulations, it analyzes the lithological causes of original support failure, reveals the deformation and failure laws of roadway surrounding rock before and after mining influence, obtains the relationship between the distribution characteristics of the loose circle and the support range of bolts and cables, and uncovers the large deformation mechanism of the two gate roads in the No. 1509 working face.

View Article and Find Full Text PDF

Fully mechanized top-coal caving inevitably results in a certain thickness of retained coal above the roadway, which compromises roof stability and increases the difficulty of roof management. This study presents a dynamic disaster phenomenon in the Binchang mining area of China, where high-energy seismic events (HESEs) induced roof collapse in roadways with retained top coal. Disaster characteristic analysis indicates that in high-stress zones, the support system in roadways with retained top coal gradually deteriorates under mining-induced stress loading, and HESEs lead to roof support failure and roof collapse.

View Article and Find Full Text PDF

For the gob-side entry retained by roof cutting, the roof pre-splitting depth is directly related to its stability, especially under the condition of fully mechanized mining in 4.5 m thick coal seam underneath 13.7 m thick limestone roof.

View Article and Find Full Text PDF

Rope-Riding Mobile Anchor for Robots Operating on Convex Facades.

Sensors (Basel)

July 2025

Mechanical Engineering, Hanyang University, 222, Wangsimni-ro, Seoul 04763, Republic of Korea.

The increasing presence of high-rise buildings with curved and convex facades poses significant challenges for facade-cleaning robots, particularly in terms of mobility and anchoring. To address this, we propose a rope-riding mobile anchor (RMA) system capable of repositioning the anchor point of a cleaning robot on convex building surfaces. The RMA travels horizontally along a roof-mounted nylon rope using caterpillar tracks with U-shaped grooves, and employs a four-bar linkage mechanism to fix its position securely by increasing rope contact friction.

View Article and Find Full Text PDF

Currently, most of the roadways adopt one support design strategy, which leads to high stress and insufficient support parameters in some crushed areas of the roadways and excess support parameters in some stable regions. There is an urgent need for a reliable method of grading the roadway perimeter rock to realize a reasonable support design for the whole area and cycle of the roadways. Taking Xiaobaodang No.

View Article and Find Full Text PDF