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某铀矿上下分区间保安矿柱破坏规律研究
引用本文:程光华,孙刚友,任赛.某铀矿上下分区间保安矿柱破坏规律研究[J].铀矿冶,2021(1):13-17.
作者姓名:程光华  孙刚友  任赛
作者单位:中核第四研究设计工程有限公司
摘    要:对某铀矿上下分区间保安矿柱破坏规律进行了研究,采用FLAC3D进行数值模拟,确定12m为水平保安矿柱的安全厚度。同时对矿柱破坏引发的上盘岩体失稳演化过程进行了分析,由于矿体的开采,造成地应力二次分布,在开采区上盘形成卸压区和承压区,矿柱也发生从稳定阶段到变形阶段、破坏阶段的演化,与岩石的压破坏类似,水平保安矿柱的破坏机制符合岩石的破坏规律。

关 键 词:保安矿柱  数值模拟  破坏规律  岩体失稳

Study on Failure Rule of Security Pillars Between Partitions of a Uranium Mine
CHENG Guanghua,SUN Gangyou,REN Sai.Study on Failure Rule of Security Pillars Between Partitions of a Uranium Mine[J].Uranium Mining and Metallurgy,2021(1):13-17.
Authors:CHENG Guanghua  SUN Gangyou  REN Sai
Affiliation:(The Fourth Research and Design Engineering Corporation,CNNC,Shijiazhuang 050021,China)
Abstract:The failure law of security pillars between the upper and lower partitions of a uranium mine was studied,and FLAC 3D was used for numerical simulation to determine the safe thickness of a horizontal security pillar is 12 m.At the same time,the evolution of the upper rock mass caused by the destruction of the pillar was analyzed.Due to the mining of the ore body,the secondary stress was distributed.The evolution from the stable stage of the pillar to the deformation stage of the pillar and the destruction stage of the pillar occurs similar to the compressive failure of the rock.The failure mechanism of the horizontal security pillar conforms to the law of rock failure.
Keywords:security pillar  numerical simulation  failure law  rock loss stability
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