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基于PFC2D的自然崩落法数值模拟     被引量:2

Numerical simulation of natural caving mining method based on PFC2D

文献类型:期刊文献

中文题名:基于PFC2D的自然崩落法数值模拟

英文题名:Numerical simulation of natural caving mining method based on PFC2D

作者:周杭 侯克鹏 梁维 谢晋谊

第一作者:周杭

机构:[1]昆明理工大学国土资源工程学院;[2]贵州理工学院矿业工程学院

第一机构:昆明理工大学国土资源工程学院,昆明650093

年份:2017

卷号:69

期号:2

起止页码:67-72

中文期刊名:有色金属:矿山部分

收录:CSTPCD

语种:中文

中文关键词:自然崩落法;底部结构;PFC2D;拉底;放矿;应力分析

外文关键词:natural caving mining method; bottom structure; PFC2D; undercut; ore drawing;stress analysis

摘要:云南普朗铜矿是一个新建的大型铜矿山,矿山设计采用自然崩落采矿法。自然崩落法底部结构受力规律尚不明确,为了研究矿山开采中底部结构受力变化,采用PFC2D数值分析软件,针对普朗铜矿3720水平首采区地质条件及岩体物理力学参数建立计算模型并简述了岩体微观参数与宏观参数之间的关系。同时模拟分析三种拉底宽度及放矿过程中底部结构应力变化规律。结果表明:三种拉底宽度下,应力重新分布后应力集中在拉底推进线前方50~80m内,应力集中区应加强支护。随着拉底宽度的增大,峰值应力随之增大,在45m拉底宽度下最大应力达到22 MPa。在放矿时,放矿漏斗侧壁及眉线处会产生高动态应力,不利于底部结构的长期服役。研究所得结果可以对矿山支护起到指导作用。
Yunnan Pulang Copper Mine is a new-built large mine which was mined by natural caving mining method. The laws of stress variation of the bottom structure remain unclear. This paper adopts the software PFC2D to analyze the stress variation of the bottom structure during the mining process, sets up calculating model based on the geological conditions of the first mining area of 3720 level in Pulang Copper Mine as well as physical and mechan- ical parameters, and briefly introduces the relationship between microscopic and macro parameters of rocks. At the same time, this paper stimulates and analyzes the variation laws of three kinds of undercut width and the stress of the bottom structure during the ore drawing process. Results indicate that under the condition of three kinds of un- dercut width, after the redistribution of stress, the stress concentration zone should be in front of the advance line where ranges from 50 m to 80 m, and the support should be strengthened. The peak stress increases along with the width of undercut, and reaches the maximum 22 MPa with 45 m undercut width. In the process of ore drawing, the high dynamic stress will emerge at the side of the funnel and the bench edge, which is not conducive to the long-term service of the bottom structure. The results of the study play a guiding role in mine support.

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