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[1]贾沛,常玉锋,王欣,等.极限平衡法在露天矿边坡稳定性研究中的应用[J].武汉工程大学学报,2010,(09):50-52.[doi:10.3969/j.issn.16742869.2010.09.014]
　JIA Pei,CHANG Yu feng,WANG Xin,et al.Application of limit equilibrium method in the research of slope stability of open pit mine[J].Journal of Wuhan Institute of Technology,2010,(09):50-52.[doi:10.3969/j.issn.16742869.2010.09.014]
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极限平衡法在露天矿边坡稳定性研究中的应用(/HTML)
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《武汉工程大学学报》[ISSN:1674-2869/CN:42-1779/TQ]

卷:
期数:
2010年09期
页码:
50-52
栏目:
机电与信息工程
出版日期:
2010-09-30

文章信息/Info

Title:
Application of limit equilibrium method in the research of
slope stability of open pit mine
文章编号:
16742869(2010)09005003
作者:
贾沛; 常玉锋; 王欣; 胡德华胡文军
武汉工程大学环境与城市建设学院,磷资源开发利用教育部工程研究中心,湖北,武汉 430074
Author(s):
JIA Pei; CHANG Yufeng; WANG Xin; HU Dehua; HU Wejun
1.School of Environment and Civil Engineering, Wuhan Institute of Technology, Engineering Research
Center for Exploitation and Utilization of Phosphorus Resources, Wuhan 30074,China
关键词:
边坡事故; 非煤矿山; 极限平衡法; 安全评价; 安全对策措施
Keywords:
slope accident;  noncoal mine;  limit equilibrium method;  safety evaluation;  safety countermeasures
分类号:
X936;TD824
DOI:
10.3969/j.issn.16742869.2010.09.014
文献标志码:
A
摘要:
依据安全评价的基本原理,在分析某小型露天非煤矿山边坡设计及其相关参数的基础上,对矿山边坡事故危险性进行了讨论.引入极限平衡定量安全评价方法,对该矿山开采台阶边坡和最终边坡角稳定性进行量化计算,得到在现有设计开采条件下,该矿山边坡的稳定性是安全的.同时计算结果和后期工程施工设计结果一致,符合非煤矿山开采安全规程的控制要求,证明了极限平衡法这一定量安全评价方法在小型露天非煤矿山安全评价中的适用性.根据分析计算结果,针对性的提出了预防小型露天矿山边坡事故的安全对策措施.
Abstract:
According to the basic principles of the safety evaluation, and based on the analysis of slope design and its related parameters of a small openair noncoal mine, slope accident risk of the mine is discussed. With the introduction of quantitative safety evaluation method of limit equilibrium, the slope of bench mining and the stability of final slope angle is calculated quantitatively, which proves that the stability of the mine slope is safe under the condition of the existing design exploitation. At the same time, the result and the future mining design are in the same construction, which accords with control requirements of the noncoal mine safety rules and proves the applicability of limit equilibrium in the safety evaluation of smallscale openpit mine. According to the result of the analysis and calculation, safety countermeasures aiming at preventing slope accident of smallscale openpit mine are put forward.

参考文献/References:

［1］国家安全生成监督管理局.《国家安全生产科技发展规划》非煤矿山领域研究报告(2004～2010)［R］.2003,12:12.
［2］梅强,田斌.丹水撇洪渠右岸边坡的稳定性分析［J］.水利科技与经济,2008(9):696699.
［3］王明华,白云,孙爱祥.德兴铜矿西源岭410-380边坡变形特征与稳定性分析［J］.露天采矿技术,2006(3):13.
［4］胡文军.随州市久利石料有限公司安全预评价报告［R］.武汉:武汉同康安全环保科技有限公司,2009,3.
［5］胡文军,魏龙,郭苗,等.粤通石灰石矿开采安全技术与安全管理研究［J］.西部探矿工程,2009(4):230233.
［6］施笋,庞建勇,龙卿吉.矿山边坡稳定性分析及其工程应用［J］.安徽工程科技学院学报:自然科学版,2006(2):5861.
［7］GB16423-2006金属非金属矿山安全规程［S］.北京:中国标准出版社,2006.

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备注/Memo

备注/Memo:
龚晓宁收稿日期:20100109作者简介:贾沛(1980),女,湖北武汉人,讲师,硕士.研究方向:建筑安全,安全评价.
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