首页|Excavation compensation and bolt support for a deep mine drift

Excavation compensation and bolt support for a deep mine drift

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To overcome large deformation of deep phosphate rock roadways and pillar damage,a new type of constant-resistance large-deformation negative Poisson's ratio(NPR)bolt that can withstand a high pre-stress of at least 130 KN was developed.In the conducted tests,the amount of deformation was 200-2000 mm,the breaking force reached 350 KN,and a high constant-resistance pre-stress was main-tained during the deformation process.A stress compensation theory of phosphate rock excavation based on NPR bolts is proposed together with a balance system for bolt compensation of the time-space effect and high NPR pre-stress.Traditional split-set rock bolts are unable to maintain the stability of roadway roofs and pillars.To verify the support effect of the proposed bolt,field tests were conducted using both the proposed NPR bolts and split-set rock bolts as support systems on the same mining face.In addition,the stress compensation mechanism of roadway mining was simulated using the particle flow code in three dimensions(PFC3D)-fast Lagrangian analysis of continua(FLAC3D)particle-flow coupling numerical model.On-site monitoring and numerical simulations showed that the NPR excavation compensation support scheme effectively improves the stress state of the bolts and reduces the deformation of the surrounding rock.Compared to the original support scheme,the final deformation of the surrounding rock was reduced by approximately 70%.These results significantly contribute to domestic and foreign research on phosphate-rock NPR compensation support technology,theoretical systems,and engineering practices,and further promote technological innovation in the phosphate rock mining industry.

Deep phosphate rockNPR boltSplit-set rock boltPFC3D-FLAC3DCompensation support

Longji Guo、Zhigang Tao、Manchao He、Massimo Coli

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State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China

School of Mechanics & Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China

Department of Earth Sciences,University of Florence,Firenze,50121,Italy

National Natural Science Foundation of China(NSFC)National Natural Science Foundation of China(NSFC)Program of China Scholarship Council

4194101852304111202206430007

2024

岩石力学与岩土工程学报(英文版)
中国科学院武汉岩土力学所中国岩石力学与工程学会武汉大学

岩石力学与岩土工程学报(英文版)

CSTPCD
影响因子:0.404
ISSN:1674-7755
年,卷(期):2024.16(8)
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