Sustainable Stability Control of Roof Anchorage Blind Zone in Coal Roadway Bolt Support: Mechanisms and Strategies

Houqiang Yang (), Changliang Han, Nong Zhang, Jiande Wang, Qingguang Chen, Jie Liu and Shenghan He
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Houqiang Yang: Guangdong Academy of Safety Production and Emergency Management Science and Technology, Guangzhou 510060, China
Changliang Han: Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, School of Mines, China University of Mining and Technology, Xuzhou 221116, China
Nong Zhang: School of Civil Engineering, Xuzhou University of Technology, Xuzhou 221116, China
Jiande Wang: Guangdong Academy of Safety Production and Emergency Management Science and Technology, Guangzhou 510060, China
Qingguang Chen: Guangdong Academy of Safety Production and Emergency Management Science and Technology, Guangzhou 510060, China
Jie Liu: Guangdong Academy of Safety Production and Emergency Management Science and Technology, Guangzhou 510060, China
Shenghan He: Guangdong Academy of Safety Production and Emergency Management Science and Technology, Guangzhou 510060, China

Sustainability, 2025, vol. 17, issue 9, 1-21

Abstract: As the rock fracture in the roof anchorage blind zone of coal roadway develops, it not only brings about serious deformation, but also results in barrier effect on anchorage stress, restricting the efficiency of the bolt support. In this paper, the existence and formation mechanism of the anchorage blind zone in the roadway roof supported by prestress bolt are found. Through field research, theoretical analysis, and numerical simulation, the main control influencing factors of the anchorage blind zone are studied. Results show that stress of rock mass in the anchorage blind zone increases with stronger bolt prestress and decreases with longer bolts (free-segment length); the length of the free segment is the main control factor that affects the range of the anchorage blind zone. Moreover, the corresponding control countermeasures are put forward that properly increasing the bolt prestress and shortening the free segment can effectively increase the stress value of the rock mass in the anchorage blind zone and reduce the scope of the zone. Under the condition of high prestress of the anchor bolt, how to reasonably select the thickness of the anchor layer so as to control rock mass deformation not only in the anchorage blind zone but also in the whole anchorage area at the same time is the key. Based on the surrounding mining conditions of the test roadway, the working method is proposed that uses a high-prestress cable to construct the roof thick anchor layer as well as a short bolt to strengthen the shallow rock mass of the roof so as to improve the bearing performance of the rock mass in the free segment, especially in the anchorage blind zone. Field validation demonstrated that the proposed strategy not only suppresses the “net pocket” phenomenon but also enhances resource efficiency by optimizing material usage (e.g., reduced bolt length and targeted prestress allocation). This approach contributes to sustainable mining practices by extending roadway service life and minimizing frequent maintenance, thereby reducing long-term environmental impacts associated with roof failures.

Keywords: coal roadway roof; bolt support; anchorage blind zone; influencing factors; control countermeasures (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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