2007Rock and Soil MechanicsRequires access

Analysis of structural parameters for dipping at high angle and thick orebody with upward horizontal slicing and filling non-pillar continuous mining

Ning Wang

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Abstract

Non-pillar continuous mining is high-efficient mining technology.It is a general tendency to carry out this mining technology in underground mine.Dipping at high angle and thickness ore-body with upward horizontal slicing and filling non-pillar continuous mining was briefly introduced as an example of continuous mining methode in a Pb-Zn mine.The elastoplastic three-dimensional finite element analysis technique was employed to simulate the practical excavation and backfilling mining activities.Stope stability status with different height of slice,the numbers of pre-slicing and the exposed areas was analyzed so as to provide the optimum stoping structural parameters for mine operation.

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Non-pillar continuous mining is high-efficient mining technology.It is a general tendency to carry out this mining technology in underground mine.Dipping at high angle and thickness ore-body with upward horizontal slicing and filling non-pillar continuous mining was briefly introduced as an example of continuous mining methode in a Pb-Zn mine.The elastoplastic three-dimensional finite element analysis technique was employed to simulate the practical excavation and backfilling mining activities.Stope stability status with different height of slice,the numbers of pre-slicing and the exposed areas was analyzed so as to provide the optimum stoping structural parameters for mine operation.

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Available abstract

Non-pillar continuous mining is high-efficient mining technology.It is a general tendency to carry out this mining technology in underground mine.Dipping at high angle and thickness ore-body with upward horizontal slicing and filling non-pillar continuous mining was briefly introduced as an example of continuous mining methode in a Pb-Zn mine.The elastoplastic three-dimensional finite element analysis technique was employed to simulate the practical excavation and backfilling mining activities.Stope stability status with different height of slice,the numbers of pre-slicing and the exposed areas was analyzed so as to provide the optimum stoping structural parameters for mine operation.

Key concepts: Slicing, Stoping, Pillar, Mining engineering, Excavation, Geology, Geotechnical engineering, Engineering

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