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This chapter summarizes recent advances in coal mine ground control technology and practice from the operator's perspective.
This method could fill the gap of incomplete monitoring data in mine ground subsidence, and provide a reference for production in the metal mine.
Instability and failure mechanism of coal wall at coalface is one of the hot-button and difficult issues in the study of coal mine ground control.
While many ground control research programs have been carried out over the past 60 years from the mine operator's perspective, any new development in coal mine ground control technology can be segregated into two categories: output-oriented and outcome-oriented.
To date, extensive studies in these areas have been carried out for various purposes such as mine ground control, water inrush prevention, and gas control, respectively.
Direct measurements of ORP (by platinum electrode) indicated Eh values from 0.35 to 0.51 V in the deep (≥ 75 m) mine ground water (Table 1), whereas Eh values from speciation calculations based on measured concentrations of Fe(II) and Fe total) ranged from 0.51 to 0.55 V.
Engineering application indicates that maximum deformation of mining ground surface can be calculated and analyzed by the system.
The results have significant implication in the understanding of stability of ammonium nitrate-based industrial explosives in reactive mining grounds containing pyritic minerals.
In order to know the maximum mining ground deformation of arbitrary surface point, directions of the maximum surface tilt, curvature, horizontal displacement and horizontal deformation caused by multi-working faces were deduced based on probability integral method.
The distribution forms of surface deformations in all direction ϕ∈[0, 2p] were obtained and also equations of maximum deformations were given based on calculation of mining ground deformation in direction ϕ.
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