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金属矿山 ›› 2014, Vol. 43 ›› Issue (06): 50-54.

• 采矿工程 • 上一篇    下一篇

下伏采空区拟建水库的FLAC3D稳定性分析

吴冰1,何文1,高忠1,王明1,柯新华2,吴贵生3   

  1. 1.江西理工大学资源与环境工程学院,江西 赣州 341000;2.江西铜业集团公司德兴铜矿,江西 上饶 334224;3.湖南有色金属股份有限公司黄沙坪矿业分公司,湖南 郴州 424421
  • 出版日期:2014-06-16 发布日期:2015-01-07

FLAC3D Stability Analysis of a Reservoir Planned to be Constructed over Mined-out Areas

Wu Bing1,He Wen1,Gao Zhong1,Wang Ming1,Ke Xinhua2,Wu Guisheng3   

  1. 1.School of Resources & Environment Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,China;2.Dexin Copper Mine,Jiangxi Copper Corporation,Shangrao 334224,China;3.Huangshapin Mining Branch Corporation,Hunan Nonferrous Metals Holding Group Corporation,Chenzhou 424421,China
  • Online:2014-06-16 Published:2015-01-07

摘要: 某矿山采空区上方拟建一酸性水库,为了论证其可行性,根据采场中段平面图和上部地形图,采用SURPAC三维矿业软件建立采空区及地表三维模型,划分成块体后,利用SURPAC-FLAC3D接口程序导入FLAC3D生成计算模型后进行计算分析,并对库区稳定性进行评价。通过数值模拟分析可知,在现有情况下,采空区上部地表最大沉降量约为9.5 mm,在拟建水库蓄水后,地表新增沉降量约7.1 mm。模拟结果表明:现有采空区是稳定的,在拟建水库蓄水后,采空区上部地表沉降量在建筑物允许的沉降范围内,为拟建水库的可行性提供了理论依据。为分析爆破振动对库区影响,对爆破振动进行现场测试,得到振动最大合成速度均在质点允许振动速度安全范围内,爆破振动对拟建水库安全性并无明显影响;并在此基础上提出了一些建议措施。

关键词: 水库, FLAC3D, 数值模拟, 最大沉降量, 爆破振动, 振动速度, 稳定性

Abstract: An acid reservoir is planned to be constructed in a mined-out area of mine.In order to demonstrate its feasibility,a three-dimensional model of mined-out area and surface was built with 3D mining software SURPAC according to the intermediate entry plane of every stope and the topographic map.After divided into blocks,the calculation model was generated in FLAC3D by the interface program of SURPAC-FLAC3D,and then the stability of reservoir area is evaluated by calculation and analysis.Through the numerical simulation,maximum surface settlement on mined-out area is about 9.5 mm in the current situation,and a new increased settlement is about 7.1 mm after water storage in reservoir.The simulation results show that the present mined-out area is stable.The surface settlement on mined-out area is within the allowable range of building settlement after water storage in the reservoir.This provides a theoretical basis for the feasibility of building the reservoir.The field testing of blasting vibration is made to study the effect of blast vibration on stability of the reservoir area.The results show that the maximum vibration velocities are all within allowable safe range,and blast vibration has no obvious effect on safety of the acid reservoir.Some suggested measures were proposed on this basis.

Key words: Reservoir, FLAC3D, Numerical simulation, Maximum settlement, Blast vibration, Vibration velocity, Stability