• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
JIANG Jin-quan, WANG Pu, WU Quan-lin, ZHANG Pei-peng. Evolution laws and prediction of separated stratum space under overlying high-position magmatic rocks[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1769-1779. DOI: 10.11779/CJGE201510004
Citation: JIANG Jin-quan, WANG Pu, WU Quan-lin, ZHANG Pei-peng. Evolution laws and prediction of separated stratum space under overlying high-position magmatic rocks[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1769-1779. DOI: 10.11779/CJGE201510004

Evolution laws and prediction of separated stratum space under overlying high-position magmatic rocks

More Information
  • Received Date: September 25, 2014
  • Published Date: October 19, 2015
  • According to the thick hard conditions of separated stratum space under overlying high-position magmatic rocks in working surface, the evolution rules and morphological characteristics of separated stratum space under the main key strata are studied by similar material simulation test. The horizon evolution and horizontal scaling law of separated stratum space and the migration law of overlying strata and the main key strata are analyzed. Through theoretical analysis, the formation mechanism and conditions of separated stratum space are revealed. A method to determine the evolution characteristics of separated strata space is put forward, and the analysis model and prediction method of the maximum separated stratum space at the bottom of main key strata are proposed. Researches show that the instability migration of combined strata forms a "crescent moon" shaped separated stratum space which intermittently jumps up to the bottom of the magmatic rocks. When the separated stratum space densely exists at the bottom of the magmatic rocks, and is gradually transformed from the " crescent " form into the “straight line " one, the burst migration of magmatic rocks contributes to the closure of separated strata. The separated stratum space lies at the bottom of the inferior key stratum and the main key stratum dynamically developes and closes from bottom to top. There is a positive correlation between the layer heights together with the development scope and the advancing distance. The “multi-trapezium” method can be used to determine its evolution process. The migration of overlying strata experiences five-state subsidence of the inferior key stratum, development migration to the bottom of main key stratum, migration of the magmatic rocks and the overall stability. The subsidence form of the overlying strata is successively presented as shapes of “V”, “√” and “U”. The migration of magmatic rocks can also be divided into five steps which are named lower support, extension of the bottom separated stratum space, rupture of the follow-up, instability migration and stable closing of separated stratum space. The overlying strata structure of the maximum separated stratum space and the elastic foundation beam model are established, and the forecast formula for its area and volume is derived so as to provide theoretical basis for the safety mining under high magmatic rocks.
  • [1]
    王金安, 刘 红, 纪洪广. 地下开采上覆巨厚岩层断裂机制研究[J]. 岩石力学与工程学报, 2009, 28(增刊1): 2815-2823. (WANG Jin-an, LIU Hong, JI Hong-guang. Study on fracture mechanism of overlying super-thick rock stratum in underground mining[J].Chinese Journal of Rock Mechanics and Engineering, 2009, 28(S1): 2815-2823. (in Chinese))
    [2]
    杨培举, 何 烨, 郭卫彬. 采场上覆巨厚坚硬岩浆岩致灾机理与防控措施[J]. 煤炭学报, 2013, 38(12): 2106-2112. (YANG Pei-ju, HE Ye, GUO Wei-bin. Disaster-causing mechanism and control measures of extremely thick and hard magmatic rock above working face[J]. Journal of China Coal Society, 2013, 38(12): 2106-2112. (in Chinese))
    [3]
    王 平, 姜福兴, 冯增强, 等. 高位厚硬顶板断裂与矿震预测的关系探讨[J]. 岩土工程学报, 2011, 33(4): 618-623. (WANG Ping, JIANG Fu-xing, FENG Zeng-qiang, et al. Relationship between fracture of high-position thick and hard roof and mine quake forecast[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 618-623. (in Chinese))
    [4]
    汪华君, 姜福兴, 温良霞, 等. 孤岛顶煤综放采场冲击矿压形成机制及控制技术[J]. 岩土力学, 2013, 34(9): 2615-2628. (WANG Hua-jun, JIANG Fu-xing, WEN Liang-xia, et al. Formation mechanism and control technology of impacting pressure in sublevel caving mining face under isolated top coal[J]. Rock and Soil Mechanics, 2013, 34(9): 2615-2628. (in Chinese))
    [5]
    朱卫兵. 浅埋近距离煤层重复采动关键层结构失稳机理研究[J]. 煤炭学报, 2011, 36(6): 1065-1066. (ZHU Wei-bing.Study on the instability mechanism of key strata structure in repeating mining of shallow close distance seams[J]. Journal of China Coal Society, 2011, 36(6): 1065-1066. (in Chinese))
    [6]
    王志强, 郭晓菲, 高 运, 等. 华丰煤矿覆岩离层注浆减沉技术研究[J]. 岩石力学与工程学报, 2014, 33(增刊1): 3249-3255. (WANG Zhi-qiang, GUO Xiao-fei, GAO Yun, et al. Study of grouting technology of overbur-den separation to reduce ground subsidence in Huafe-ng coal mine[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S1): 3249-3255. (in Chinese))
    [7]
    宁掌玄, 张红珠, 冯美生. 采动覆岩离层注浆的相似材料及数值模拟[J]. 辽宁工程技术大学学报(自然科学版), 2010, 29(3): 369-372. (NING Zhang-xuan, ZHANG Hong-zhu, FENG Mei-sheng. Similar materials and numerical simulation on grouting in overlying strata[J]. Journal of Liaoning Technical University(Natural Science),2010, 29(3): 369-372. (in Chinese))
    [8]
    王金山, 王忠昶. 采动覆岩破坏及离层发育特征的三维数值模拟[J]. 煤矿开采, 2011, 16(6): 22-26. (WANG Jin-shan, WANG Zhong-chang. 3D numerical simulation of overlying strata broken and separation induced by mining[J]. Coal mining Technology, 2011, 16(6): 22-26. (in Chinese))
    [9]
    苏仲杰, 于广明, 杨 伦. 覆岩离层变形力学机理数值模拟研究[J]. 岩石力学与工程学报, 2003, 22(8): 1287-1291. (SU Zhong-jie, YU Guang-ming, YANG Lun. Numerical simulation on mechanism of deformation of separated strata in overburden[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(8): 1287-1291. (in Chinese))
    [10]
    蒋金泉, 张培鹏, 聂礼生, 等. 高位硬厚岩层破断规律及其动力响应分析[J]. 岩石力学与工程学报, 2014, 33(7): 1366-1374. (JIANG Jin-quan, ZHANG Pei-peng, NIE Li-sheng, et al. Fracture laws and dynamic response analysis of high-position hard thick strata[J].Chinese Journal of Rock Mechanics and Engineerings, 2014, 33(7): 1366-1374. (in Chinese))
    [11]
    章 伟, 郑进凤, 于广明, 等. 覆岩离层形成的力学判据研究[J].岩土力学, 2006, 27(增刊): 275-278. (ZHANG Wei, ZHENG Jin-feng, YU Guang-ming, et al. Research on mechanical criterion of formation of separation layer in cover rock[J]. Rock and Soil Mechanics, 2006, 27(S0): 275-278. (in Chinese))
    [12]
    李小琴. 坚硬覆岩下重复采动离层水涌突机理研究[D]. 徐州: 中国矿业大学, 2011. (LI Xiao-qin. Study on the inrush mechanism of the water in bed separation due to repeated coal mining under hard rock[D]. Xuzhoou: China University of Mining & Technology, 2011. (in Chinese))
    [13]
    胡青峰. 特厚煤层高效开采覆岩与地表移动规律及预测方法研究[D]. 北京: 中国矿业大学, 2011. (HU Qing-feng. Overburden and surface movement due to high efficient mining extra-thick coal seam and prediction method[D]. Beijing: China University of Mining & Technology, 2011.(in Chinese))
    [14]
    王 亮, 程远平, 翟清伟. 厚硬火成岩下突出煤层动力灾害致因研究[J]. 煤炭学报, 2013, 38(8): 1368-1375. (WANG Liang, CHENG Yuan-ping, ZHAI Qing-wei, et al. Factors analysis on dynamic disasters of outburst coal seams under thick-hard igneous rock in coal mines[J]. Journal of China Coal Society, 2013, 38(8): 1368-1375. (in Chinese))
    [15]
    李为腾, 李术才, 王 琦. 深部厚顶煤巷道围岩变形破坏机制模型试验研究[J]. 岩土力学, 2013, 34(10): 2847-2856. (LI Wei-teng, LI Shu-cai, WANG Qi. Model test study of surrounding rock deformation and failure mechanism of deep roadway with thick top coal[J]. Rock and Soil Mechanics, 2013, 34(10): 2847-2856. (in Chinese))
    [16]
    王家臣, 杨胜利, 杨宝贵, 等. 长壁矸石充填开采上覆岩层移动特征模拟实验[J]. 煤炭学报, 2012, 37(8): 1256-1262. (WANG Jia-chen, YANG Sheng-li, YANG Bao-gui, et al. Simulation experiment of overlying strata movement features of long wall with gangue backfill mining[J].Journal of China Coal Society, 2012, 37(8): 1256-1262. (in Chinese))
    [17]
    林海飞, 李树刚, 成连华, 等. 基于薄板理论的采场覆岩关键层的判别方法[J]. 煤炭学报, 2008, 33(10):1081-1085. (LIN Hai-fei, LI Shu-gang, CHENG Lian-hua, et al. Key layer distinguis-hing method of overlying strata based on the thin slab theory[J]. Journal of China Coal Society, 2008, 33(10): 1081-1085. (in Chinese))
    [18]
    郭文兵, 邓喀中, 邹友峰. 地表下沉系数计算的人工神经网络方法研究[J]. 岩土工程学报, 2003, 25(2): 212-215. (GUO Wen-bing, DENG Ka-zhong, ZOU You-feng. Study on artificial neural network method for calculation of subsidence coefficient[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 212-215. (in Chinese))
    [19]
    龙驭球. 弹性地基梁的计算[M]. 北京: 高等教育出版社, 1981. (LONG Yu-qiu. Calculation of elastic foundation beam[M]. Beijing: Higher Education Press, 1981. (in Chinese))

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return