Long High-Performance Sustainable Bolt Technology for the Deep Coal Roadway Roof: A Case Study

High-efficiency maintenance and control of the deep coal roadway roof stability is a reliable guarantee for safe production and sustainable development of a coal mine. With belt haulage roadway 3108 in MenKeqing coal mine as the research background, in situ investigation, theoretical analysis, numerical simulation, and engineering practice were carried out to reveal the law of improving the bearing state of bolts by increasing the thickness of the roof anchoring layer. Also, the mechanism of the high-efficiency and long anchoring of the roof is revealed. Results show that increasing thickness of the roof anchorage layer could mobilize deep rock mass to participate in the bearing and promote the bolt to increase the resistance in a timely manner to limit the deformation of rock mass. Through the close link between shallow soft rock mass and deep stable rock mass, the deformation of the shallow rock mass is well controlled and so are the development and expansion of the roof separated fissures from shallow to deep. Long high-performance sustainable bolt technology for roof are proposed and carried out to control the stability of the deep roadway roof. Engineering practice indicates that deformations of roof could be efficiently controlled. The maximum deformations of the roof and sidewall-to-sidewall are 17 mm and 24 mm, respectively. No obvious separation fissures are found in the anchoring range of roof. This study provides a reference for roof stability control of deep roadway under similar conditions.

[1]  K. Skrzypkowski The Influence of Room and Pillar Method Geometry on the Deposit Utilization Rate and Rock Bolt Load , 2019, Energies.

[2]  Xiaowei Feng,et al.  Practices, experience, and lessons learned based on field observations of support failures in some Chinese coal mines , 2019, International Journal of Rock Mechanics and Mining Sciences.

[3]  Xiaowei Feng,et al.  Investigation on the evolution and control of surrounding rock fracture under different supporting conditions in deep roadway during excavation period , 2019, International Journal of Rock Mechanics and Mining Sciences.

[4]  E. Wang,et al.  A case study on control technology of surrounding rock of a large section chamber under a 1200-m deep goaf in Xingdong coal mine, China , 2019, Engineering Failure Analysis.

[5]  Rihong Cao,et al.  The stability and roof-support optimization of roadways passing through unfavorable geological bodies using advanced detection and monitoring methods, among others, in the Sanmenxia Bauxite Mine in China’s Henan Province , 2019, Bulletin of Engineering Geology and the Environment.

[6]  Waldemar Korzeniowski,et al.  Flexibility and Load-Bearing Capacity of Roof Bolting as Functions of Mounting Depth and Hole Diameter , 2019, Energies.

[7]  Nong Zhang,et al.  Study on Safety Control of Composite Roof in Deep Roadway Based on Energy Balance Theory , 2019, Sustainability.

[8]  Nong Zhang,et al.  Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method , 2019, Energies.

[9]  Zhen-lei Li,et al.  Disaster-inducing mechanism in a roadway roof near the driving face and its safety-control criteria , 2019, Safety Science.

[10]  F. Ma,et al.  A Strain-Softening Constitutive Model of Heterogeneous Rock Mass Considering Statistical Damage and Its Application in Numerical Modeling of Deep Roadways , 2019, Sustainability.

[11]  Dongsheng Zhang,et al.  Study on Surrounding Rock-Bearing Structure and Associated Control Mechanism of Deep Soft Rock Roadway Under Dynamic Pressure , 2019, Sustainability.

[12]  Jinxiao Liu,et al.  Measures to deal roof-shock during tunneling at deep and extra-thick coal , 2019, Arabian Journal of Geosciences.

[13]  Zhiqiang Zhao,et al.  Analytical solutions for characteristic radii of circular roadway surrounding rock plastic zone and their application , 2019, International Journal of Mining Science and Technology.

[14]  Yulong Jiang,et al.  Characteristic and Mechanism of Roof Fracture Ahead of the Face in an LTCC Panel When Passing an Abandoned Roadway: A Case Study from the Shenghua Coal Mine, China , 2019, Rock Mechanics and Rock Engineering.

[15]  Tongxu Wang,et al.  Instability Mechanism and Control Countermeasure of a Cataclastic Roadway Regenerated Roof in the Extraction of the Remaining Mineral Resources: A Case Study , 2019, Rock Mechanics and Rock Engineering.

[16]  Dongsheng Zhang,et al.  Surrounding rock deformation control of asymmetrical roadway in deep three-soft coal seam: a case study , 2018, Journal of Geophysics and Engineering.

[17]  Hongpu Kang,et al.  Support technologies for deep and complex roadways in underground coal mines: a review , 2014 .

[18]  Zhanguo Ma,et al.  Investigation of the Roof Presplitting and Rock Mass Filling Approach on Controlling Large Deformations and Coal Bumps in Deep High-Stress Roadways , 2019, Latin American Journal of Solids and Structures.

[19]  Xie Hepin,et al.  RESEARCH AND DEVELOPMENT OF ROCK MECHANICS IN DEEP GROUND ENGINEERING , 2015 .

[20]  Shen Yan-jun,et al.  REPLY TO "DISCUSSION ON‘RESEARCH ON CHARACTERISTICS OF ROCK DEFORMATION CAUSED BY EXCAVATION DISTURBANCE BASED ON HOEK-BROWN CRITERION’" , 2011 .

[21]  Qian Ming-gao,et al.  Research on Green Mining of Coal Resources in China:Current Status and Future Prospects , 2009 .