基于模型试验的深部煤层合理停采线结构分析

doi:10.13722/j.cnki.jrme.2017.0025

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Abstract In order to obtain the shape of rational stop line，a model test was undertaken to study the disturbing characteristics below roadway with the axis perpendicular to the excavation orientation during the excavation of upper mining face. The test site，Jining #3 coal mine has a deep coal seam. The PAC acoustic emission，static resistance strain gauge and digital speckle are utilized. The events development，the strains at different locations and the overall deformation of surrounding rock below roadway were obtained. The acoustic emission characteristics of similar material were monitored during the uniaxial compression experiment and the results reflected the damage characteristic of similar material sample. It is concluded that the rational stop line should contain the excavation influenced zone l1 of disturbed roadway，the influenced zone l2 ahead of mining face，and the minimum safety distance l to avoid these two zones to influence each other. During the upper mining face excavation，the scope of l，l1，l2 were obtained by monitoring the strain and acoustic emission characteristic of surrounding rock and the total deformation was monitored in below roadway with the method of digital speckle.

Key words： mining engineering acoustic emission rational stop line excavation influenced zone strain gauge brick digital speckle

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	Articles by authors
	ZHOU Hui1
	QU Chengkun1
	HUANG Jianli2
	ZHANG Chuanqing1
	HU Mingming1
	TANG Jinian2

Cite this article:

ZHOU Hui1,QU Chengkun1,HUANG Jianli2, et al. Analysis of rational shape of stop line in deep coal seam based on model test[J]. , 2017, 36(10): 2373-2382.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.0025 OR https://rockmech.whrsm.ac.cn/EN/Y2017/V36/I10/2373

[1]	赵海生. 长壁采场超前应力分布及煤柱留设研究[J]. 山西焦煤科技，2015，(3)：34-36.(ZHAO Haisheng. The longwall stress ahead of mining face distribution and the coal pillars research[J]. Shanxi Coking Coal Science and Technology，2015，(3)：34-36.(in Chinese))
[2]	孙建，侯化强，王连国. 综采工作面停采线合理位置确定[J]. 煤矿安全，2013，33(3)：44-46.(SUN Jian，HOU Huaqiang，WANG Lianguo. Determination of stop mining line rational position at fully mechanized mining face[J]. Coal Mine Safety，2013，33(3)：44-46.(in Chinese))
[3]	索永录，祁小虎，刘建都，等. 极近距离煤层停采线合理位置确定[J]. 煤炭技术，2014，33(9)：193-195.(SUO Yonglu，QI Xiaohu，LIU Jiandu，et al. Determination of stop mining line rational position atultra-close multiple seams[J]. Coal Technonogy，2014，33(9)：193-195.(in Chinese))
[4]	郭俊廷，陈世超，刘吉波. 单侧充填模式下煤柱失效宽度试验研究[J]. 煤矿安全，2016，47(5)：66-72.(GUO Junting，CHEN Shichao，LIU Jibo. Tests on pillar failure width under one sided backfilling mode[J]. Safety in Coal Mines，2016，47(5)：66-72.(in Chinese))
[5]	王德超，李术才，王琦，等. 深部厚煤层综放沿空掘巷煤柱合理宽度试验研究[J]. 岩石力学与工程学报，2014，33(3)：539-548. (WANG Dechao，LI Shucai，WANG Qi，et al. Experimental study of reasonable coal pillar width in fully mechanized top coal caving face of deep thick coal seam[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(3)：539-548.(in Chinese))
[6]	吴占瑞，漆泰岳，钟林. 深部巷道围岩变形的数值模拟和模型试[J]. 中国安全科学学报，2012，22(2)：44-49.(WU Zhanrui，QI Taiyue，ZHONG Lin. Numerical simulation and model test of surrounding rock deformation of deeproadway[J]. China Safety Science Journal，2012，22(2)：44-49.(in Chinese))
[7]	刘晓敏，盛谦，陈健. 大型地下洞室群地震模拟振动台试验研究(I)：岩体相似材料配比试验[J]. 岩土力学，2015，36(1)：83-88.(LIU Xiaomin，SHENG Qian，CHEN Jian. Seismic shaking table test for large-scale underground cavern group(I)：Proportioning test on similar materials of surrounding rock[J]. Rock and Soil Mechanics，2015，36(1)：83-88.(in Chinese))
[8]	王俊光，梁冰，田蜜. 三硬煤层开采覆岩活动规律相似材料试验研究[J]. 安全与环境学报，2014，14(1)：29-32.(WANG Junguang，LIANG Bing，TIAN Mi. Research on similar rmaterial of slope simulation experiment of mining strata movement under “three hard” coal roadway[J]. Journal of Safety and Environment，2014，14(1)：29-32.(in Chinese))
[9]	董金玉，杨继红，杨国香. 基于正交设计的模型试验相似材料的配比试验研究[J]. 煤炭学报，2012，37(1)：44-49.(DONG Jinyu，YANG Jihong，YANG Guoxiang. Research on similar material proportioning test of model testbased on orthogonal design[J]. Journal of China Coal Society，2012，37(1)：44-49.(in Chinese))
[10]	刘德军，吕晶，张强勇，等. 具有流变特性的盐岩相似材料的研制及应用[J]. 岩土工程学报，2011，33(10)：1 590-1 595.(LIU Dejun，LÜ Jing，ZHANG Qiangyong，et al. Development and application of salt rock-similar materials with rheological property[J]. Chinese Journal of Geotechnical Engineering，2011，33(10)：1 590- 1 595.(in Chinese))
[11]	刘德乾，姜振泉，冯海英. 深埋煤层开采覆岩压力变化的相似材料试验研究[J]. 矿业研究与开发，2010，30(1)：29-32.(LIU Deqian，JING Zhenquan，FENG Haiying. Study on the pressure chang of overlying rock in mining of deep buried coal seam by similar material simulation experiment[J]. Mining Research and Development，2010，30(1)：29-32.(in Chinese))
[12]	杜时贵，黄曼，罗战友，等. 岩石结构面力学原型试验相似材料研究[J]. 岩石力学与工程学报，2010，29(11)：2 263-2 270. (DU Shigui，HUANG Man，LUO Zhanyou，et al. Simlar materal study of mechnaical prototype test of rock structural plane[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(11)：2 263-2 270.(in Chinese))
[13]	王金喜，曹佳良，郝琳琳. 深埋高应力软岩巷道变形的相似材料模拟研究[J]. 矿业安全与环保，2008，35(4)：11-14.(WANG Jinxi，CAO Jialiang，HAO Linlin. Research on similar material simulation of soft rock roadways? deformation under high stress and deep- buried[J]. Mining Safety and Environmental Protection，2008，35(4)：11-14.(in Chinese))
[14]	王汉鹏，李术才，张强勇. 新型地质力学模型试验相似材料的研制[J]. 岩石力学与工程学报，2006，25(9)：1 842-1 847.(WANG Hanpeng，LI Shucai，ZHANG Qiangyong. Development of a new geomechanical similar materal[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(9)：1 842-1 847.(in Chinese))
[15]	左保成，陈从新，刘才华. 相似材料试验研究[J]. 岩土力学，2004，25(11)：1 805-1 808.(ZUO Baocheng，CHEN Congxin，LIU Caihua. Research on similar material of slope simulation experiment[J]. Rock and Soil Mechanics，2004，25(11)：1 805- 1 808.(in Chinese)) " target="_blank">
[16]	胡善超. 深井巷道层状围岩变形破坏特征及机理研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2015.(HU Shanchao. Charateristics and mechanism of layered surrounding rock mass in deep roadway[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2015.(in Chinese)) " target="_blank">
[17]	杨国香. 地震条件下岩质边坡动力破坏及动力响应规律研究[博士学位论文][D]. 武汉：中国科学院地质与地球物理研究所，2011.(YANG Guoxiang. Study on failure mechanism and dynamic response rules of rock slope under earthquake[[Ph. D. Thesis][D]. Wuhan：Institute of Geology and Geophysics，Chinese Academy of Sciences，2011.(in Chinese)) " target="_blank">
[18]	纪洪广，王基才，单晓云，等. 混凝土材料声发射过程分形特征及其在断裂分析中的应用[J]. 岩石力学与工程学报，2001，20(6)：801-804.(JI Hong guang，WANG Jicai，SHAN Xiaoyun，et al. Acoustic emission process of fractal characteristics of concrete materials and its application in failare analysis[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(6)：801-804.(in Chinese))
[19]	李庶林，唐海燕. 不同加载条件下岩石材料破裂过程的声发射特性研究[J]. 岩土工程学报，2010，32(1)：147-152.(LI Shulin，TANG Haiyan.Acoustic emission characteristics in failure process of rock under different uniaxial compressive loads[J]. Chinese Journal of Geotechnical Engineering，2010，32(1)：147-152.(in Chinese))
[20]	李天一，刘建锋，陈亮. 拉伸应力状态下花岗岩声发射特征研究[J]. 岩石力学与工程学报，2013，32(2)：3 215-3 221.(LI Tianyi，LIU Jianfeng，CHEN Liang. Acoustci emisson characteristics of granite under tensile loading[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(2)：3 215-3 221.(in Chinese))
[21]	陈炳瑞，冯夏庭，肖亚勋，等. 深埋隧洞TBM施工过程围岩损伤演化声发射试验[J]. 岩石力学与工程学，2010，29(8)：1 562- 1 569.(CHEN Bingrui，FENG Xiating，XIAO Yaxun，et al. Acoustci emisson test on damage evolution of surrounding rock in deep-buried tunnel during TBM excavation[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(8)：1 562-1 569.(in Chinese)) " target="_blank">
[22]	孟召平，李国富，雷志勇，等. 不同岩性顶板回采工作面矿压分布规律[J]. 煤炭地质与勘探，2006，34(6)：19-21.(MENG Zhaoping，LI Guofu，LEI Zhiyong，et al. Distribution of underground pressure for working face under different lithological characters of coal roof[J]. Coal Geology and Exploration，2006，34(6)：19-21.(in Chinese))