Rock Mass Preconditioning Methods in Underground Mines and Ways of its Evaluation – state-of-the-art DOI Open Access
Krzysztof Fuławka, Marcin Szumny, Piotr Mertuszka

et al.

Civil And Environmental Engineering Reports, Journal Year: 2024, Volume and Issue: 34(4), P. 381 - 402

Published: Nov. 26, 2024

Currently, the most serious problem associated with underground mining of deposits is geomechanical hazard, which significantly disrupts production process and exposes crew to a threat life health. As recent achievements in field minimizing hazards show, rock mass preconditioning effective way prevent risk bursts mining-induced seismic activity mines. In principle, involves reducing strength parameters by controlled creation fractured zones introducing an external force inside mass. Most often, this can be achieved using hydrofracturing or blasting. This paper focused on description current State-of-The-Art methods are applied improve efficiency ore extraction Selected ways rockmass evaluation has been analysed future development scope active described.

Language: Английский

Effect of lateral stress and loading paths on direct shear strength and fracture of granite under true triaxial stress state by a self-developed device DOI
Zaobao Liu, Binhui Liu, Liang Chen

et al.

Engineering Fracture Mechanics, Journal Year: 2025, Volume and Issue: unknown, P. 110952 - 110952

Published: Feb. 1, 2025

Language: Английский

Citations

2

Correlation between macroscopic and microscopic mechanical behavior of tuff material under uniaxial compression DOI Creative Commons

Jin Linlin,

Ma Hongfa,

Yu Jiang

et al.

Journal of Materials Research and Technology, Journal Year: 2025, Volume and Issue: unknown

Published: Jan. 1, 2025

Language: Английский

Citations

1

Study on strike failure characteristics of floor in a new type of pillarless gob-side entry retaining technology above confined water DOI

Qiukai Gai,

Manchao He, Shilong Li

et al.

Tunnelling and Underground Space Technology, Journal Year: 2025, Volume and Issue: 161, P. 106596 - 106596

Published: March 28, 2025

Language: Английский

Citations

1

Numerical investigation of coal pillar damage mechanisms for various width-to-height ratios DOI Creative Commons
Xuanhui Wang, Ze Xia, Qiangling Yao

et al.

Scientific Reports, Journal Year: 2025, Volume and Issue: 15(1)

Published: Jan. 21, 2025

Pillar stability has garnered significant attention owing to the effects of pillars on coal resource recovery rate, pillar stability, and bump risk. This study examined roadway control principles conventional yield pillars. The were designed as load-bearing structures with a high capacity carry most abutment load, while buffer for transferring rapidly increasing loads adjacent solid ribs by progressive deformation. In order analyze features dynamical evolution vertical stress distribution failure zone during loading, meticulously validated roof–coal–floor composite mathematical model was established.The energy under diverse w/h ratios analyzed, ratio elastic strain release rate introduced evaluate severity. Furthermore, behavior damage mechanism differences between investigated: are strong that bear load transfer sudden nearby gradually deforming. Finally, two case studies in Zhulinshan mine Tashan reported.

Language: Английский

Citations

0

Semi-analytical solution of frost heave force for circular tunnels in strain-softening rock mass DOI Creative Commons
Li Shi, Meng Xing, Pengyu Wang

et al.

Frontiers in Earth Science, Journal Year: 2025, Volume and Issue: 13

Published: Feb. 25, 2025

The freezing method is often adopted to reinforce the surrounding formation during deep foundation pit excavations. According traditional theory of wall design in coal mine construction engineering, it necessary a continuous, thicker wall. multi-turn combination cylinder structure can optimize design, but strength and stability are theoretical technical issues that urgently need be researched solved. In this work, mechanical characteristics frozen walls multi-coil composite cylinders analyzed using methods. Based on elastoplastic theory, combined simplified an axisymmetric plane problem, calculation model expansion force, generated by process, around perimeter circular hole under strain developed. corresponding variable for displacement immobility point circle proposed, progressive achieved through iterative calculations. formulas force process derived considering gradual expansion. results research provide basis permafrost engineering.

Language: Английский

Citations

0

Study on Failure Mechanism and Mechanical Properties of Sliding Protection Structure in Gob-Side Entry Retaining Formed by Roof Cutting DOI
Jun Yang, Changjiang Li, Yubing Gao

et al.

Rock Mechanics and Rock Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: Feb. 28, 2025

Language: Английский

Citations

0

Development Height of Roof Fractures in Shallow Buried Short-Distance Coal Seams Under Composite Water Bodies DOI

Qing Ma,

Ke Ding, Wenli Yao

et al.

Geotechnical and Geological Engineering, Journal Year: 2025, Volume and Issue: 43(3)

Published: March 1, 2025

Language: Английский

Citations

0

Deep-hole blasting roof cutting technology for pressure relief in the final mining phase of the working face: a case study DOI Creative Commons
Baomin Liu, Dingchao Chen, Chang Xu

et al.

Frontiers in Earth Science, Journal Year: 2025, Volume and Issue: 13

Published: March 19, 2025

In the final mining phase of working face, a large area suspended roof can lead to stress concentration from mining-induced stress, which in turn causes deformation and instability main roadway. This study takes Ji-17-21080 face Pingdingshan No. 2 Mine as engineering background, analyzing structural characteristics layer distribution advanced support while revealing principle cutting pressure relief for protecting Further, FLAC 3D numerical model was established based on on-site geological conditions. The surrounding rock roadway were compared under four scenarios: (1) stop-mining coal pillar width 120 m (no line), (2) 60 (3) with one line, (4) two lines. simulation results indicate that reducing significantly increases effects roof. However, implementation measures effectively interrupts transmission path support, improving environment. Furthermore, single synergistic effect lines is more beneficial. Finally, designed deep-hole blasting at face. Field monitoring showed air return downhill remained within controllable limits, ensuring safe operation next area.

Language: Английский

Citations

0

Mechanical behavior and acoustic emission characteristics of initially damaged coal under triaxial cyclic loading and unloading DOI Creative Commons
Qican Ran, Yunpei Liang, Quanle Zou

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 1, 2025

Language: Английский

Citations

0

Energy instability mechanism of existing goaf roof under impact load DOI
Jinze Gu,

Chang Yuan,

Fuqiang Ren

et al.

Journal of Mountain Science, Journal Year: 2025, Volume and Issue: unknown

Published: April 21, 2025

Language: Английский

Citations

0