Construction Techniques and Mechanism of Pre-Anchoring Fissured Stope Hangingwall by Fully-Grouted Cable Bolts

Feng Lin Zhan; Ping Ye

doi:10.4028/www.scientific.net/AMM.580-583.283

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Construction Techniques and Mechanism of...

Construction Techniques and Mechanism of Pre-Anchoring Fissured Stope Hangingwall by Fully-Grouted Cable Bolts

Abstract:

The construction techniques and anchoring mechanism of pre-anchoring fissured stope hangingwall of some copper mine in China by fully-grouted cable bolts are explored. The construction stages such as drilling anchor holes, making anchorage cables and cement mortar, grouting, and curing are expounded. A combined action mechanism of pre-anchoring fissured stope hangingwall by fully-grouted cable bolts is presented. The achievements are helpful and beneficial to the design and construction of rock engineering projects which need anchoring reinforcement, such as slopes, tunnels, deep foundation pit, caverns, and underground mining.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

283-286

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.283

Citation:

Cite this paper

Online since:

July 2014

Authors:

Feng Lin Zhan*, Ping Ye

Keywords:

Fissured Stope Hangingwall, Fully-Grouted Cable Bolts, Mechanism, Pre-Anchoring

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* - Corresponding Author

References

[1] Fenglin Zhan, Meifeng Cai, Influence of high temperature on anchoring system of cable bolts at stope hangingwall, Journal of Liaoning Technical University 4 (2007) 524-526. (In Chinese).

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[2] Fenglin Zhan, Ping Ye, ANSYS simulating analysis of 3D single-cable temperature model of fully-grouted cable bolts, Proceedings of 2012 International Conference on Electric Technology and Civil Engineering (ICETCE 2012), Institute of Electrical and Eletronics Engineers, Inc., USA, 3(2012).

DOI: 10.4028/www.scientific.net/amm.170-173.525

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[3] Fenglin Zhan, Ping Ye, ANSYS simulating analysis of a 3D high-temperature stope reinforced in advance with fully grouted cable bolts, in: Mingjin Chu, Xiangran Li, Jingzhou Lu, Xingmin Hou, and Xiaogang Wang (Eds. ), Progress in Civil Engineering (Part 1), Trans Tech Publications Ltd, Switzerland, 2012, pp.525-528.

DOI: 10.4028/www.scientific.net/amm.170-173.525

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