The rock fracture experiment with a drive control: A spatial aspect

2007 ◽  
Vol 431 (1-4) ◽  
pp. 123-129 ◽  
Author(s):  
V. Kuksenko ◽  
N. Tomilin ◽  
A. Chmel
Keyword(s):  
Rock Fracture ◽  
Drive Control ◽  
Spatial Aspect ◽  
Rock Fracture Experiment

The Microwave Emission Aspects by Rock Fracture Experiment

2016 ◽  
Vol 136 (5) ◽  
pp. 227-234
Author(s):  
Rikuya Hanawa ◽  
Kuniaki Shibata ◽  
Kenji Saegusa ◽  
Tadashi Takano
Keyword(s):  
Rock Fracture ◽  
Microwave Emission ◽  
Rock Fracture Experiment

Magnetic Flux Observers in the Drive Control System Equipped with a Double-Fed Motor

2018 ◽  
pp. 44-51
Author(s):  
Maksim A. BOBROV ◽  
◽  
Gennadii M. TUTAYEV ◽  
Keyword(s):  
Control System ◽  
Magnetic Flux ◽  
Drive Control

Influence exerted by underground excavation shape and by effective stresses on the formation of a tensile strain zone at a depth greater than 1 km

2020 ◽  
pp. 67-75
Author(s):  
Van Min Nguyen ◽  
V. A. Eremenko ◽  
M. A. Sukhorukova ◽  
S. S. Shermatova
Keyword(s):  
Rock Mass ◽  
Cross Sections ◽  
Tensile Strain ◽  
Rock Fracture ◽  
Strain Analysis ◽  
Surrounding Rock ◽  
Underground Excavation ◽  
Secondary Stress ◽  
Principal Stresses ◽  
Mining Depth

The article presents the studies into the secondary stress field formed in surrounding rock mass around underground excavations of different cross-sections and the variants of principal stresses at a mining depth greater than 1 km. The stress-strain analysis of surrounding rock mass around development headings was performed in Map3D environment. The obtained results of the quantitative analysis are currently used in adjustment of the model over the whole period of heading and support of operating mine openings. The estimates of the assumed parameters of excavations, as well as the calculations of micro-strains in surrounding rock mass by three scenarios are given. During heading in the test area in granite, dense fracturing and formation of tensile strain zone proceeds from the boundary of e ≥ 350me and is used to determine rough distances from the roof ( H roof) and sidewalls ( H side) of an underground excavation to the 3 boundary e = 350me (probable rock fracture zone). The modeling has determined the structure of secondary stress and strain fields in the conditions of heading operations at great depths.

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