Application of Steel Segments in the Reinforcement of Shaft Lining at a Section of Sandwater Area

Optimal design of shaft-lining drain pipeline based on system engineering

Advances in Communication Technology and Systems ◽

10.2495/iccts140681 ◽

2014 ◽

Author(s):

Qiusheng Li ◽

Meng Li ◽

Guiying Yao ◽

Haijun Ma

Keyword(s):

Optimal Design ◽

System Engineering ◽

Shaft Lining

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Problem of tangential loading on a shaft lining examined by analysis of an elastic model of the shaft opening and lining rings (in Polish)

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(79)91319-6 ◽

1979 ◽

Vol 16 (4) ◽

pp. 88

Keyword(s):

Elastic Model ◽

Shaft Lining

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Plastic zones within the rock mass as a function of the shaft lining resistance

Mine Planning and Equipment Selection 2000 ◽

10.1201/9780203747124-61 ◽

2018 ◽

pp. 325-326

Author(s):

S. Krstovic

Keyword(s):

Rock Mass ◽

Shaft Lining ◽

Plastic Zones ◽

Lining Resistance

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Research on the Prevention of Shaft Lining Fracturing in the Special Strata Based on the Monitoring Information

Advanced Materials Research ◽

10.4028/scientific5/amr.446-449.1458 ◽

2012 ◽

Vol 446-449 ◽

pp. 1458-1461

Author(s):

Peng Li He ◽

Cui Ran Liu

Keyword(s):

Shaft Lining ◽

Monitoring Information

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Performance change of shaft lining concrete under simulated coastal ultra-deep mine environments

Construction and Building Materials ◽

10.1016/j.conbuildmat.2019.116909 ◽

2020 ◽

Vol 230 ◽

pp. 116909

Author(s):

Yu-cheng Zhou ◽

Juan-hong Liu ◽

Shun Huang ◽

Hai-tao Yang ◽

Hong-guang Ji

Keyword(s):

Deep Mine ◽

Performance Change ◽

Shaft Lining

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Preparation, performance test and microanalysis of hybrid fibers and microexpansive high-performance shaft lining concrete

Construction and Building Materials ◽

10.1016/j.conbuildmat.2019.06.230 ◽

2019 ◽

Vol 223 ◽

pp. 431-440 ◽

Cited By ~ 1

Author(s):

Long Yang ◽

Zhishu Yao ◽

Weipei Xue ◽

Xuesong Wang ◽

Weihao Kong ◽

...

Keyword(s):

High Performance ◽

Performance Test ◽

Hybrid Fibers ◽

Shaft Lining

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The Research on Fracture Regularity of Mine Shaft Lining Thickness Variation Regional

2010 International Conference on E-Product E-Service and E-Entertainment ◽

10.1109/iceee.2010.5660546 ◽

2010 ◽

Author(s):

Xingdong Li ◽

Lili Gai

Keyword(s):

Thickness Variation ◽

Mine Shaft ◽

Shaft Lining

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Design computation in shaft lining in thick overlay soil strata

Boundaries of Rock Mechanics ◽

10.1201/9780203883204.ch56 ◽

2008 ◽

pp. 301-305

Author(s):

B Jiang ◽

J Wang

Keyword(s):

Design Computation ◽

Shaft Lining

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Failure Patterns and Energy Analysis of Shaft Lining Concrete in Simulated Deep Underground Environments

Journal of Wuhan University of Technology-Mater Sci Ed ◽

10.1007/s11595-020-2273-x ◽

2020 ◽

Vol 35 (2) ◽

pp. 418-430 ◽

Cited By ~ 1

Author(s):

Yucheng Zhou ◽

Juanhong Liu ◽

Haitao Yang ◽

Hongguang Ji

Keyword(s):

Energy Analysis ◽

Failure Patterns ◽

Deep Underground ◽

Shaft Lining

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Assessment of the technical condition of deep mine shafts

MATEC Web of Conferences ◽

10.1051/matecconf/201823901021 ◽

2018 ◽

Vol 239 ◽

pp. 01021 ◽

Cited By ~ 2

Author(s):

Mikhail Pleshko ◽

Elena Kulikova ◽

Andrey Nasonov

Keyword(s):

Coefficient Of Variation ◽

Technical Condition ◽

Water Filtration ◽

Concrete Lining ◽

Deep Mine ◽

Actual Strength ◽

Shaft Lining

In the present research, the estimation of actual durability of a shaft lining is made, considering the influence of factor of water filtration through “cold” seams of lining. This study is carried out on two vertical shafts of Donbas mines on eight sample plots. The data on the actual strength of the concrete lining after excavation and after 10 years of operation of the shaft were compared. The analysis of the data showed that the zone of “cold” seams is characterized by a decrease in the strength of concrete lining and an increase in the coefficient of variation of strength. It is established that the exhaustion of the resource of the shaft lining in the zone of leaking “cold” seams will occur in 16,9 years after the start of operation of the shaft, which is 4,6 years earlier than in the central areas of the lining stope.

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