[1]齐庆新, 窦林名. 冲击地压理论与技术[M]. 徐州: 中国矿业大学出版社, 2008: 1011.
[2]牟宗龙,窦林名,张广文,等.坚硬顶板型冲击矿压灾害防治研究[J].中国矿业大学学报,2006,35(6):737741
MOU Zonglong, DOU Linming, ZHANG Guangwen, et al. Study on prevention methods of rock burst disaster caused by hard rock roof [J]. Journal of China University of Mining & Technology,2006,35(6):737741.
[3]高明仕,窦林名,张农,等.冲击矿压巷道围岩控制的强弱强力学模型及其应用分析[J].岩土力学,2008,29(2):426430
GAO Mingshi, DOU Lingming, ZHANG Nong, et al. Strongsoftstrong mechanical model for controlling roadway surrounding rock subjected to rock burst and its application [J]. Rock and Soil Mechanics,2008,29(2):426430.
[4]窦林名, 刘贞堂, 曹胜根, 等. 坚硬顶板对冲击矿压危险的影响分析[J]. 煤矿开采, 2003, 28(2): 5866
DOU Linming, LIU Zhentang, CAO Shenggen, et al. Analysis of the influence on rock burst caused by hard roof [J]. Coal Mining Technology, 2003, 28(2): 5866.
[5]曹安业,范军,牟宗龙,等.矿震动载对围岩的冲击破坏效应[J].煤炭学报,2010,35(12):20062010
CAO Anye, FAN Jun, MOU Zonglong, et al. Burst failure effect of mininginduced tremor on roadway surrounding rock[J].Journal of China Coal Society,2010,35(12):20062010.
[6]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(S1):28152823
WANG Jinan, LIU Hong, JI Hongguang. Study on fracture mechanism of overlying superthick rock stratum in underground mining [J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(S1):28152823.
[7]谢龙,窦林名,吕长国,等. 不同侧压系数对动载诱发巷道底板冲击的影响[J]. 采矿与安全工程学报,2013,30(2):251255
XIE Long, DOU Linming, LV Changguo, et al.Study on the effect of floor burst induced by dynamic disturbance at different lateral pressure coefficients [J]. Journal of Mining & Safety Engineering, 2013, 30(2):251255.
[8]徐学锋.煤层巷道底板冲击机理及其控制研究[D].徐州:中国矿业大学博士学位论文,2011.
[9]徐学锋,窦林名,刘军,等.煤矿巷道底板冲击矿压发生的原因及控制研究[J].岩土力学,2010,31(6): 19771981
XU Xuefeng, DOU Linming, LIU Jun, et al. Research of reasons and controlling for floor burst in coal mine roadway[J].Rock and Soil Mechanics, 2010, 31(6): 19781981.
[10]李长洪,张吉良,蔡美峰,等.大同矿区地应力测量及其与地质构造的关系[J].北京科技大学学报,2008,30(2):115119
LI Changhong, ZHANG Jiliang, CAI Meifeng, et al. Measurement of insitu stress and relationship between the stress and geologic structure in Datong mining area, China[J].Journal of University of Science and Technology Beijing,2008,30(2):115119.
[11]陈国祥,窦林名,乔中栋,等.褶皱区应力场分布规律及其对冲击矿压的影响[J].中国矿业大学学报,2008,37(6):751755
CHEN Guoxiang, DOU Linming, QIAO Zhongdong, et al. The stress field distribution in foldingstructure areas and its impaction on rock burst[J].Journal of China University of Mining & Technology,2008,37(6):751755.
[12]李宝富,魏向志,任永康,等.煤层巷道底板动态破坏机理及控制技术[J].煤炭科学技术,2013,41(10):3337
LI Baofu, WEI Xiangzhi, REN Yongkang, et al. Dynamic failure mechanism and control technology for coal seam floor[J]. Coal Science and Technology, 2013, 41(10):3337.
[13]潘立友.深井冲击地压及其防治[M].北京:煤炭工业出版社,1997:2022.
[14]陈国祥,窦林名,高明仕,等.动力挠动对回采巷道冲击危险的数值模拟[J].采矿与安全工程学报,2009,26(2):153157
CHEN Guoxiang, DOU Linming, GAO Mingshi, et al. Numerical simulation of dynamic vibration affecting rock burst in mining gateway caused by tremor[J]. Journal of Mining & Safety Engineering, 2009,26(2):153157.
[15]李夕兵,廖九波,赵国彦,等. 动力扰动下高应力巷道围岩动态响应规律[J].科技导报,2012,30(22):4854
LI Xibing, LIAO Jiubo, ZHAO Guoyan, et al.Dynamic response of surrounding rock in highlystressed tunnel under dynamic disturbance [J]. Science & Technology Review, 2012, 30(22):4854.
[16]陆菜平.组合煤岩的强度弱化减冲原理及其应用[D].徐州:中国矿业大学博士学位论文,2009.〖FL)〗〖HJ〗〖HT〗〖ST〗〖WT〗
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