|本期目录/Table of Contents|

[1]刘诗杰,翟盛锐.基于H-K体的矿柱流变顶板破坏分析[J].中国安全生产科学技术,2015,11(6):25-30.[doi:10.11731/j.issn.1673-193x.2015.06.004]
　LIU Shi-jie,ZHAI Sheng-rui.Study on roof failure by rheological property of pillars based on H-K body[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(6):25-30.[doi:10.11731/j.issn.1673-193x.2015.06.004]
点击复制

基于H-K体的矿柱流变顶板破坏分析
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
11
期数:
2015年6期
页码:
25-30
栏目:
学术论著
出版日期:
2015-06-30

文章信息/Info

Title:
Study on roof failure by rheological property of pillars based on H-K body
作者:
刘诗杰1; 2; 翟盛锐1; 3
(1.中国安全生产科学研究院，北京100012； 2. 北京科技大学 土木与环境工程学院，北京100083； 3. 矿山采空区灾害防治国家安全生产监督管理总局安全生产重点实验室，北京100012）
Author(s):
LIU Shi-jie1; 2;  ZHAI Sheng-rui1; 3
(1.China Academy of Safety Science & Technology, Beijing 100012, China; 2.School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 3. Key Laboratory on Mining Goaf Disaster Prevention of SAWS, Beijing 100012, China)
关键词:
采空区失稳; 矿柱流变; H-K体; 本构模型
Keywords:
goaf instability;  rheological property of pillars;  H-K body;  constitutive model
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2015.06.004
文献标志码:
A
摘要:
为了研究空场法采空区稳定性，确定特定形态采空区稳定时间，以H-K体作为岩体本构模型，对矿柱流变引起的顶板沉降变形进行了计算分析，根据顶板边界破坏条件，将空区顶板沉降过程划分为3个阶段并分别求解了各阶段持续时间，并对尚旺庄石膏矿灾害事故进行了计算验证，结果表明，计算结果与实际失稳时间吻合良好。所得结论可为稳定空区提供稳定性评估及稳定时间预测依据，或指导老空区进行安全有效的顶板监测工作，最大化节约矿山在顶板监测工作中投入的人力、物力。
Abstract:
In order to study the stability of goaf mined by open stope method, and determine the stable time of goaf with specific morphology, taking H-K body as the constitutive model of rock, the settlement and deformation of roof caused by the rheological property of pillars were calculated and analyzed. Based on the boundary failure conditions of roof, the settlement process of roof in goaf was divided into three stages, and the lasting time of each stage was solved out. The calculation verification was conducted on the accident of Shangwangzhuang gypsum mine. It showed that the calculation results fitted well with the practical failure time. The results can provide the basis for goaf stability evaluation and stable time estimating, or guide to conduct monitoring work of roof in old goaf safely and efficiently, and save manpower and material resources putting into the roof monitoring work as much as possible.

参考文献/References:

［1］Haitao Ma, Jinan Wang, Yunhai Wang. Study on mechanics and domino effect of large-scale goaf cave-in［J］. Safety Science, 2012(S50):689-694
［2］丘帆，马海涛，欧阳明，等.基于Voronoi图和时间效应的矿柱失稳预测［J］.中国安全生产科学技术，2014，10（2）：38-43 QIU Fan, MA Hai-tao, OUYANG Ming, et al. Prediction of pillar instability based on Voronoi chart and time effect［J］. Journal of Safety Science and Technology, 2014,10(2):38-43
［3］马海涛，贺红生，付士根.采空塌陷影响因素及稳定性分级方法研究［J］.中国安全生产科学技术，2008，4（5）：37-41 MA Hai-tao, HE Hong-sheng, FU Shi-gen. Study on factors and classifying method of goaf stability［J］. Journal of Safety Science and Technology, 2008,4(5):37-41
［4］孙钧，王贵君.岩石流变力学研究的若干新进展［C］.中国岩石力学与工程——世纪成就.南京：河海大学出版社，2004：123-146
［5］孙琦，魏晓刚，卫星，等.采空区矿柱流变特性对露天矿边坡稳定性的影响研究［J］.中国安全科学学报，2014，24（8）：85-91 SUN Qi, WEI Xiao-gang, WEI Xing, et al. Study on effects of pillars rheological properties on open-pit slope stability［J］. China Safety Science Journal, 2014, (8):85-91
［6］于跟波，杨鹏，陈赞成.缓倾斜薄矿体矿柱回采采场围岩稳定性研究［J］.煤炭学报，2013，38（增2）：294-298 YU Gen-bo, YANG Peng, CHEN Zan-cheng. Study on surrounding rock stability of pillar extraction in thin gently inclined ore body［J］. Journal of China Coal Society, 2013, (S2): 294-298
［7］李大钟.空场法采空区稳定性及安全评价研究［D］.北京：北京科技大学，2008
［8］王金安，李大钟，马海涛.采空区矿柱-顶板体系流变力学模型研究［J］.岩石力学与工程学报，2010，29（3）：577-582 WANG Jin’an, LI Da-zhong, MA Hai-tao. Study of rheological mechanical model of pillar-roof system in mined-out area［J］. Chinese Journal of Rock Mechanics and Engineering, 2010,29(3):577-582
［9］马海涛.“11.6”特别重大坍塌事故矿区采场稳定性三维数值模拟分析［J］.中国安全生产科学技术，2007，3（6）：68-72 MA Hai-tao. 3D-Numerical simulation of stope stability in “11.6” accident of gypsum mine collapse［J］. Journal of Safety Science and Technology, 2007,3(6):68-72
［10］王金安，尚新春，刘红，等.采空区坚硬顶板破断机理与灾变塌陷研究［J］.煤炭学报，2008，33（8）：850-855 WANG Jin’an, SHANG Xin-chun, LIU Hong, et al. Study on fracture mechanism and catastrophic collapse of strong roof strata above the mined area［J］. Journal of China Coal Society, 2008, 33(8), 850-855
［11］马海涛，刘宁武，王云海，等.金属矿山采空区灾害防治技术研究综述［J］.中国安全生产科学技术，2014，10（10）：75-80 MA Hai-tao, LIU Ning-wu, WANG Yun-hai, et al. Review on research status of controlling techniques for goaf disaster in metal mine［J］. Journal of Safety Science and Technology, 2014,10(10):75-80

相似文献/References:

备注/Memo

备注/Memo:
中国安全生产科学研究院基础科研业务项目（2015JBKY05）
更新日期/Last Update: 2015-06-30