Deformation Characteristics and Response Factors of Rock Bolt Body in Roadway with Layered Composite Roof

被引:2
|
作者
Wang, Ziyue [1 ]
Fang, Shangxin [1 ]
Zhang, Cun [1 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 15期
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
layered roof; force of rock bolt; deformation of rock bolt; interface strength; surrounding rock structure;
D O I
10.3390/app14156694
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Layered composite roofs are characterized by developed bedding fissures, resulting in severe deformation and damage of rock bolts at the top of the roadway, as well as a poor roadway support effect. Increasing pretension force is an effective way to enhance the stiffness of the rock bolt support system. To clarify the influence and mechanism of the pretension force on the support effect of rock bolts in the layered roof, a roadway model of the layered roof was established using the interface unit of FLAC3D, and the simulation rock bolts were constructed using the pile unit, which can simulate the mechanical behaviors of rock bolts, such as tension, shear, bending, fracture, and anchor failure, and the pretension force was applied. On this basis, the deformation and failure characteristics and influencing factors of rock bolts in the layered roadway roof under different surrounding rock conditions were simulated and analyzed. The research shows the following: <Circled Digit One> Field measurements showed minor shear deformation in the rock bolts at the center of the roadway roof, with lateral displacements of 5.7 cm and 5.3 cm. Significant shear deformation occurred in the rock bolts at the roof corners, with lateral displacements of 18.2 cm and 17.6 cm. <Circled Digit Two> Simulations of rock bolt deformation characteristics matched the field measurements closely, confirming the reliability of the simulation method, parameter selection, and calculation sequence. <Circled Digit Three> The primary factors affecting rock bolt deformation are the structural plane strength and surrounding rock strength. Rock bolts are most susceptible to lateral displacement when the structural plane strength is low, the strength difference between rock layers is large, and the weaker layer is below the structural plane. The presented research can provide a reference for the instability mechanism and support treatment of the layered composite roof roadway.
引用
收藏
页数:20
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