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有色金属(矿山部分):2019,71(3):26-29
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铜山口铜矿露天采场边坡平面破坏研究
(1.(1. 长沙矿山研究院有限责任公司,长沙 410012;2. 金属矿山安全技术国家重点实验室,长沙 410012);3.2. 金属矿山安全技术国家重点实验室,长沙 410013);4.2. 金属矿山安全技术国家重点实验室,长沙 410014);5.2. 金属矿山安全技术国家重点实验室,长沙 410015);6.2. 金属矿山安全技术国家重点实验室,长沙 410016);7.2. 金属矿山安全技术国家重点实验室,长沙 410017);8.2. 金属矿山安全技术国家重点实验室,长沙 410018))
Plane failure of open pit slope in Tongshankou copper mine
(1.(1. Changsha Institute of Mining Research Co., Ltd., Changsha 410012, China;2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410012, China );3.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410013, China );4.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410014, China );5.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410015, China );6.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410016, China );7.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410017, China );8.2. State key Laboratory of Safety Technology of Metal Mines, Changsha 410018, China ))
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中文摘要: 为了得到铜山口铜矿露天采场南边坡与西边坡的稳定性,采用RocPlane2.0分析软件对边坡台阶进行了平面破坏稳定性研究。研究结果表明:1)受力在I~Ⅵ条件下,边坡的安全系数依次降低;在张裂缝、爆破振动力与地震力影响因素的控制对比下,地震力对边坡稳定性的影响较大。2)南边坡与西边坡台阶高度为12 m,坡面角≤75°时,6种受力情况边坡的安全系数均大于许用安全系数,边坡台阶不会发生平面破坏;台阶高度为24 m,坡面角≤75°时,6种受力情况边坡的安全系数均大于许用安全系数,边坡台阶不会发生平面破坏。3)建议在台阶并段开采(24 m)时,其台阶的坡面角为75°。研究结果可为矿山安全生产设计提供参考。
Abstract:In order to obtain the stability of the south and west slope of Tongshankou copper mine open pit, the plane failure stability of the slope step was studied by using RocPlane 2.0 analysis software. The results indicated that: 1) under the condition of I~VI, the safety factor of slope decreased in turn; under the control of tension fissure, blasting vibration force and seismic force, the influence of seismic force on slope stability was greater. 2) When the height of the step of the southern slope and the western slope was 12 m and the slope angle was less than 75 degrees, the safety factors of the slope under six loading conditions were greater than the allowable safety factor, and the slope step would not be damaged in plane. When the height of the step was 24 m and the slope angle was less than 75 degrees, the safety factors of the slope under six kinds of stress conditions were greater than the allowable safety factor, and the slope step would not occur plane damage. 3) The slope angle of the step was suggested to be 75 degrees when the bench section was mined (24 m). The results can provide reference in mine safety production design.
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王飞飞,邹 平,孟中华,李爱兵,刘正宇,虎万杰,马 增.铜山口铜矿露天采场边坡平面破坏研究[J].有色金属(矿山部分),2019,71(3):26-29.
WANG Feifei,ZOU Ping,MENG Zhonghua,LI Aibing,LIU Zhengyu,HU Wanjie,MA Zeng.Plane failure of open pit slope in Tongshankou copper mine[J].NONFERROUS METALS(Mining Section),2019,71(3):26-29.

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