Study for Deformation Control Technology of Bottom Slope of Conveyor Belt in Open Pit Mine

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Abstract:

Deformation of slope for all section is almost the same while the width of slope along the strike is large enough, that is plane deformation. If the width is small, then cannot analyze according to the plane problem. According to above method, slope deformation of concave base is 3D problem if excavates a limited width concave conveyor belt alone the slope dip in open-pit mine. In this article, the relation between excavation width and deformation is analyzed by 3D numerical simulation method, on the basis of some mine actual geological occurrence conditions, meanwhile, calculative equation among deformation geometry and limit equilibrium is established to evaluate concave base slope stability. Concave base slope for conveyor belt is 32% for deformation of plane mode slope in light of numerous simulation result, and the stability coefficient can be improved by 0.5 through case studies analysis. So, the safety of belt transport system is ensured.

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Periodical:

Advanced Materials Research (Volumes 347-353)

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1657-1662

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Online since:

October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Jiazheng Pan: The anti-sliding stability and landslide analysis of Building (In Chinese), China Water Press, Beijing,1980.

Google Scholar

[2] Maotian Luan, Chongpan Jin, Gao Lin.:Chinese Jounal of Geotechnical Engineering (In Chinese) , 1992,14(supplement),p.20.

Google Scholar

[3] Shiguo Sun, Qifa Ran, Donglai Wu,et al:Geosynthetics Asia 2008-Proceedings of 4th Asia Regional Conference on Geosynthetics in Shanghai,China,Zhejiang University Press, 2008,p.839.

Google Scholar

[4] Shiguo Sun:Optimizing design technology of control and intellecting matching for huge soft rock slope, (In Chinese), Science Press, Bijing,2008.

Google Scholar

[5] Shuren Wang, Manchao He, ChongfuWu:Study on slope stability under complacticed engineering condition. (In Chinese), Science Press , Beijing,2007.

Google Scholar

[6] Shaojie Feng, Shiguo Sun,Weiguo Duan,Aimin Yao:Mining Research and Development, (In Chinese) , 29(2009), No.4,p.16.

Google Scholar

[7] Yinghui Cui, Shiguo Sun:Modern Mining, (In Chinese), 493(2010),No.5,p.67.

Google Scholar

[8] Hesheng Liu, Yikai Nian: Journal of Jilin University (Earth Science Edition), (in Chinese), Vol. 40(2010),No.3,p.639.

Google Scholar

[9] Griffiths D V,Marquez R M. Three-dimensional slope-stability analysis by elasto-plastic finite elements. Geotechnique, Vol. 57 (2007) No.6,p.537.

DOI: 10.1680/geot.2007.57.6.537

Google Scholar

[10] Wenbo Wei, Yuming.Cheng, Li Li:Computers and Geotechnics, Vol. 36 (2009) ,p.70.

Google Scholar

[11] Mangang Huang,Shiguo Sun:Express Information of Mining Industry, (in Chinese), (2008),No.7,p.34.

Google Scholar

[12] Tianyou Yan, Tongchun Li, Lanhao Zhao: Rock and Soil Mechanics, (in Chinese),Vol. 30(2009), No.10, p.3102.

Google Scholar

[13] Shuren Wang, Haiqing Zhang: Mining and Metallurgical Engineering, (in Chinese),Vol. 30(2010),No.2, p.5.

Google Scholar