综采放顶煤采场厚层坚硬顶板稳定性分析及应用
|
摘要
综采放顶煤技术经过近二十多年的迅速发展,无论是在理论研究还是工程技术方面,
已经达到了很高的水平,但仍然存在很多问题尚未解决。针对综放采场顶板运动稳定性
的特点,论文重点解决初次来压阶段综放采场厚层坚硬顶板的运动规律及其“关键性”
问题,以及初次来压阶段和正常推进阶段顶煤放出率的变化对厚层坚硬顶板结构稳定性
的影响。结合工程实际,应用论文研究成果,对河南义马常村矿巨厚砾岩孤岛综放面顶
板结构的稳定性、综放工作面“异常压力”的产生机理进行研究。
在初次来压阶段,采用两端嵌固梁考虑体积力的力学模型,利用弹性理论分析了厚
层坚硬岩层的应力分布。厚层坚硬岩层的运动方式分别为:沿中间弱面被剪开的分层运
动;全厚度压剪破坏;弯拉破坏。通过力学分析,得到了上述三种运动方式的力学判据
和判断曲线。得出了厚层坚硬岩层分层运动后,对其他岩层的控制作用减弱,其“关键
性”下降的结论。现场实例检验表明,此方法用于老顶初次断裂方式和步距的预测,比传
统的简单加线载荷、用材料力学进行分析的方法更符合厚层坚硬顶板的实际情况,能对
“关键层”在运动过程中的破断方式做出准确的判断。
针对综放采场顶板结构的运动特点,提出了老顶运动失稳的两种形式,分别为:由
于顶煤放出率增加,顶板结构下沉量过大而造成的在运动过程中整体变形失稳;由于工
作面推进跨度增大或上覆岩层存在断层等构造,而造成的局部铰接失稳。建立了初次来
压和周期来压阶段顶板稳定性分析的结构力学模型,利用最小势能原理分析了老顶结构
在初次来压和周期来压阶段保持整体变形稳定的条件;利用强度理论分析了老顶结构在
初次来压和周期来压阶段保持局部铰接稳定的条件。得到了顶板结构保持整体变形稳定
和局部铰接稳定相统一的、与顶煤放出率相关的力学判断准则。
根据综放采场顶板结构运动特点,详细描述了综放采场上覆岩层中需控岩层的范围。
分析了组成老顶结构的可能岩块数。得到了初次来压和周期来压阶段不同岩性的顶板由
岩层厚度表示的稳定性判断曲线,给出了基于顶煤放出率和关键岩层厚度的岩层运动稳
定性判断方法。
结合具体采场实例,验证了通过调整顶煤的放出率、利用力学原理预测运动岩层范
围和稳定性,从而实现厚层坚硬顶板工作面的安全开采的可行性。
The theory research and the engineering technology of fully-mechanized sublevel caving face have achieved through many year' s development. But there are a lot of problems which are not solved. Aimed at the stability characteristic of fully-mechanized sublevel caving face, the key problems which this paper will solve are as follows: the first one is the movement rule and key role of hard and massive overlying strata of fully-mechanized sublevel caving face at first weight period; the second one is the relationship between the top coal' s recovery ratio and the stability of roof structure of fully-mechanized sublevel caving face at cyclic weight period. Using the research conclusions mentioned above and the engineering data, the stability of the isolated fully-mechanized sublevel caving face under weighty conglomerate rock of Changcun Coal Mine in Henan province and the mechanism of "Abnormal Pressure" of fully mechanized sublevel caving face are studied.Based on the mechanics model of considering the gravity of fixed beam as the centralizing force, there are three kinds of movement mode of hard and massive overlying strata at the first weight period, namely, the shearing with and without the weak interbedding to directly cause the key falling of strata; rupture resulting from pressure and shearing in the whole strata; and rupture of the strata close to two ends of beam. This paper presents the mechanics judgment modes of the possible movement of the hard and massive strata by analyzing the breaking patterns of the hard roof of the overlying strata of longwall face using the elasticity theory. In this paper, the structure of the main roof before its initial fracture is viewed as the fixed beam model, and the gravity of the hard roof and its overlying soft strata is considered as the distribution force which acts on the fixed beam. By use of the elastic theory and analyzing the stress field of the fixed beam under the influence of the gravity, the author suggests the mechanics judgment model of the overlying strata in three kinds of possible
movement. The conclusions are that the key role of hard and massive overlying strata after their shearing. According to our study, the analysis of the breaking patterns of the roof of the hard and massive strata based on the consideration of its gravity, compared with the simple uniform stress way which is usually used, is more likely to show the true situation of the strata and the accurate breaking pattern of the key layer in its movement. This can help provide the theoretical basis for controlling the hard and massive strata in mining engineering. Field experiments have also shown clearly that this method is useful for the prediction of the initial breaking and step of the main roof of the hard and massive strata.Based on the roof movement characteristic of fully-mechanized sublevel caving face, two kinds of losing stability mode of roof are brought forward, Namely, the losing stability of the whole deformation of roof structure because of the increasing of the top coal' s recovery ratio; the losing stability of part contact of the main roof because of the increasing of roof span and some fabrics such as faultage in overlying strata. The mechanics models analyzing roof stability at first weight and cyclic weighting period are established. Based on the structure stability theory and the strength theory, two kinds of limited convergence maintaining the stability of the whole deformation of roof structure and the stability of part contact of the main roof are gained. According to the comparison of the two limited subsidence and the subsidence of roof brought about by the movement situation of roof in the course of rotation, the unifying mechanics conditions between the stability of the whole transmutation of roof structure and the stability of part contact of the main roof are analyzed and the judgment rules of roof stability with the top coal' s recovery ratio are established.Based on the movement characteristic of roof structure in fully-mechanized sublevel caving face, the range of movement strata of overlying strata is described particularly, and the possible numbers of rock block composing roof structure are analyzed. The stability judgment curves being relative to strata thickness at first weight and cyclic weighting period are gained. The movement
stability judgment methods of key strata are presented according to the thickness of key strata and the top coal' s recovery ratio. The conclusions are that the thickness of key strata is the main factor influencing the stability of the whole transmutation of roof structure, the intensity and thickness of key strata, the friction characteristic of the interface between two blocks rock are the main factors influencing the stability of part contact of the main roof. Based on an example of fully-mechanized sublevel caving face, the feasibility of the methods forecasting the range of movement strata and the stability of roof structure according to adjusting the top coal' s recovery ratio and using mechanics theory is tested.Aimed at phenomena of support' s being pressed to burst or be unable to work in a few fully mechanized sublevel caving longwall faces and based on analyzing the factors of geology, mining, mechanics and so on, the mechanism of "Abnormal Pressure" of fully mechanized sublevel caving face is discussed.
已经达到了很高的水平,但仍然存在很多问题尚未解决。针对综放采场顶板运动稳定性
的特点,论文重点解决初次来压阶段综放采场厚层坚硬顶板的运动规律及其“关键性”
问题,以及初次来压阶段和正常推进阶段顶煤放出率的变化对厚层坚硬顶板结构稳定性
的影响。结合工程实际,应用论文研究成果,对河南义马常村矿巨厚砾岩孤岛综放面顶
板结构的稳定性、综放工作面“异常压力”的产生机理进行研究。
在初次来压阶段,采用两端嵌固梁考虑体积力的力学模型,利用弹性理论分析了厚
层坚硬岩层的应力分布。厚层坚硬岩层的运动方式分别为:沿中间弱面被剪开的分层运
动;全厚度压剪破坏;弯拉破坏。通过力学分析,得到了上述三种运动方式的力学判据
和判断曲线。得出了厚层坚硬岩层分层运动后,对其他岩层的控制作用减弱,其“关键
性”下降的结论。现场实例检验表明,此方法用于老顶初次断裂方式和步距的预测,比传
统的简单加线载荷、用材料力学进行分析的方法更符合厚层坚硬顶板的实际情况,能对
“关键层”在运动过程中的破断方式做出准确的判断。
针对综放采场顶板结构的运动特点,提出了老顶运动失稳的两种形式,分别为:由
于顶煤放出率增加,顶板结构下沉量过大而造成的在运动过程中整体变形失稳;由于工
作面推进跨度增大或上覆岩层存在断层等构造,而造成的局部铰接失稳。建立了初次来
压和周期来压阶段顶板稳定性分析的结构力学模型,利用最小势能原理分析了老顶结构
在初次来压和周期来压阶段保持整体变形稳定的条件;利用强度理论分析了老顶结构在
初次来压和周期来压阶段保持局部铰接稳定的条件。得到了顶板结构保持整体变形稳定
和局部铰接稳定相统一的、与顶煤放出率相关的力学判断准则。
根据综放采场顶板结构运动特点,详细描述了综放采场上覆岩层中需控岩层的范围。
分析了组成老顶结构的可能岩块数。得到了初次来压和周期来压阶段不同岩性的顶板由
岩层厚度表示的稳定性判断曲线,给出了基于顶煤放出率和关键岩层厚度的岩层运动稳
定性判断方法。
结合具体采场实例,验证了通过调整顶煤的放出率、利用力学原理预测运动岩层范
围和稳定性,从而实现厚层坚硬顶板工作面的安全开采的可行性。
The theory research and the engineering technology of fully-mechanized sublevel caving face have achieved through many year' s development. But there are a lot of problems which are not solved. Aimed at the stability characteristic of fully-mechanized sublevel caving face, the key problems which this paper will solve are as follows: the first one is the movement rule and key role of hard and massive overlying strata of fully-mechanized sublevel caving face at first weight period; the second one is the relationship between the top coal' s recovery ratio and the stability of roof structure of fully-mechanized sublevel caving face at cyclic weight period. Using the research conclusions mentioned above and the engineering data, the stability of the isolated fully-mechanized sublevel caving face under weighty conglomerate rock of Changcun Coal Mine in Henan province and the mechanism of "Abnormal Pressure" of fully mechanized sublevel caving face are studied.Based on the mechanics model of considering the gravity of fixed beam as the centralizing force, there are three kinds of movement mode of hard and massive overlying strata at the first weight period, namely, the shearing with and without the weak interbedding to directly cause the key falling of strata; rupture resulting from pressure and shearing in the whole strata; and rupture of the strata close to two ends of beam. This paper presents the mechanics judgment modes of the possible movement of the hard and massive strata by analyzing the breaking patterns of the hard roof of the overlying strata of longwall face using the elasticity theory. In this paper, the structure of the main roof before its initial fracture is viewed as the fixed beam model, and the gravity of the hard roof and its overlying soft strata is considered as the distribution force which acts on the fixed beam. By use of the elastic theory and analyzing the stress field of the fixed beam under the influence of the gravity, the author suggests the mechanics judgment model of the overlying strata in three kinds of possible
movement. The conclusions are that the key role of hard and massive overlying strata after their shearing. According to our study, the analysis of the breaking patterns of the roof of the hard and massive strata based on the consideration of its gravity, compared with the simple uniform stress way which is usually used, is more likely to show the true situation of the strata and the accurate breaking pattern of the key layer in its movement. This can help provide the theoretical basis for controlling the hard and massive strata in mining engineering. Field experiments have also shown clearly that this method is useful for the prediction of the initial breaking and step of the main roof of the hard and massive strata.Based on the roof movement characteristic of fully-mechanized sublevel caving face, two kinds of losing stability mode of roof are brought forward, Namely, the losing stability of the whole deformation of roof structure because of the increasing of the top coal' s recovery ratio; the losing stability of part contact of the main roof because of the increasing of roof span and some fabrics such as faultage in overlying strata. The mechanics models analyzing roof stability at first weight and cyclic weighting period are established. Based on the structure stability theory and the strength theory, two kinds of limited convergence maintaining the stability of the whole deformation of roof structure and the stability of part contact of the main roof are gained. According to the comparison of the two limited subsidence and the subsidence of roof brought about by the movement situation of roof in the course of rotation, the unifying mechanics conditions between the stability of the whole transmutation of roof structure and the stability of part contact of the main roof are analyzed and the judgment rules of roof stability with the top coal' s recovery ratio are established.Based on the movement characteristic of roof structure in fully-mechanized sublevel caving face, the range of movement strata of overlying strata is described particularly, and the possible numbers of rock block composing roof structure are analyzed. The stability judgment curves being relative to strata thickness at first weight and cyclic weighting period are gained. The movement
stability judgment methods of key strata are presented according to the thickness of key strata and the top coal' s recovery ratio. The conclusions are that the thickness of key strata is the main factor influencing the stability of the whole transmutation of roof structure, the intensity and thickness of key strata, the friction characteristic of the interface between two blocks rock are the main factors influencing the stability of part contact of the main roof. Based on an example of fully-mechanized sublevel caving face, the feasibility of the methods forecasting the range of movement strata and the stability of roof structure according to adjusting the top coal' s recovery ratio and using mechanics theory is tested.Aimed at phenomena of support' s being pressed to burst or be unable to work in a few fully mechanized sublevel caving longwall faces and based on analyzing the factors of geology, mining, mechanics and so on, the mechanism of "Abnormal Pressure" of fully mechanized sublevel caving face is discussed.
引文
1.宋振骐.实用矿山压力[M],江苏徐州:中国矿业大学出版社,1988.
2.钱鸣高、刘听成.矿山压力及其控制[M],北京:煤炭工业出版社,1984.
3.姜福兴.煤矿采场来压预测预报专家系统[D],江苏徐州:中国矿业大学博士学位论文,1994.
4.张顶立.综合机械化放顶煤开采采场矿山压力控制[M],北京:煤炭工业出版社,1999.
5.姜福兴.采场顶板控制设计及其专家系统[M],江苏徐州:中国矿业大学出版社,1995,205～212.
6.赵经彻、陶廷云、刘先贵等.关于综放开采的岩层运动和矿山压力控制问题[J],岩石力学与工程学报,1997(2):132～139.
7.张顶立、王悦汉.综采放顶煤工作面岩层结构分析[J],中国矿业大学学报,1998(4):340～343.
8.宋振骐、陈立良、王春秋等.关于综采放顶煤安全开采条件的认识[J],煤炭学报,1995(4):356～360.
9.张顶立.综放工作面煤岩稳定性研究及控制[D],江苏徐州:中国矿业大学博士学位论文,1994.
10.姜福兴.放顶煤采场的顶板结构及其支架围岩关系探讨[J],世界煤炭技术[J],1994(12):32～34.
11.姜福兴、宋振骐、宋扬.老项的基本结构形式[J],岩石力学与工程学报,1993(4):366～379.
12.朱诗顺、李鸿昌、杨振复.放项煤开采工作面上覆煤岩体的结构[J],岩石力学与工程学报,1996(2):150～155.
13.闫少宏、吴健.放顶煤开采顶煤运移实测与损伤特性分析[J],岩石力学与工程学报,1996(2):155～162.
14.陈炎光、钱鸣高.中国煤矿采场围岩控制[M],江苏徐州:中国矿业大学出版社,1994.
15. Chien(Qian)Minggao. A Study of the Behavior of Overlying Strata in Longwall Mining and its Application to Strata Control, Proceedings of the Symposium on Strata Mechanics, Elsevier Scientific Publishing Company, 1982: 13～17.
16.钱鸣高、李鸿昌.采场上覆岩层活动规律及其对矿山压力的影响[J],煤炭学报,1982(2):1～12.
17.钱鸣高、缪协兴.采场上覆岩层结构的形态与受力分析[J],岩石力学与工程学报,1995(2):97～106.
18.钱鸣高.采场上覆岩层结构模型及其应用[J],中国矿院学报,1982(2).
19.缪协兴、钱鸣高.采场围岩整体结构与砌体梁力学模型[J],矿山压力与顶板管理,1995(3,4):3～12.
20.贾喜荣.坚硬顶板垮落机理及其工作面几何参数的确定[A],第三届采场矿压理论与实践讨论会论文集[C],1986.
21.钱鸣高、赵国景.老顶断裂前后的矿山压力变化[J],中国矿院学报,1986(4).
22.朱德仁、钱鸣高.长壁工作面老顶断裂的计算机模拟[J],中国矿院学报,1987(3).
23. Qian Minggao and He Fulian. The Behavior of the Main Roof in Longwall Mining. Weighting Span, Fracture and Disturbance, Jou. Of Mine, Metals & Fuels, June-July, 1989: 240-246.
24.姜福兴.薄板力学解在坚硬顶板采场的应用范围[J],西安矿业学院学报,1991(2).
25.宋振骐.采场上覆岩层运动的基本规律[J],山东矿院学报,1979(1).
26.宋振骐、宋扬等.内外应力场理论及其在矿压控制中的应用[A],中国北方岩石力学与工程应用学术会议论文集[C],郑州:科学出版社,1991.
27.宋振骐、蒋金泉.煤矿岩层控制的研究重点与方向[J],岩石力学与工程学报,1996(2):128～134.
28.姜福兴.采场上覆岩层运动与支承压力关系的机械模拟研究[J],矿山压力,1988(2).
29.蒋金泉.顶板来压预报的数学模型及效果[J],山东矿业学院学报,1989(4).
30.姜福兴.岩层质量指数及其应用[J],岩石力学与工程学报,1994(3):270～278.
31. Fuxing Jiang, Guoan Jiang. Theory and Technology For Hard Roof Control of Longwall Face in Chinese Collieries. Journal Of Coal Science & Engineering. 1998(2).
32.钱鸣高、缪协兴、许家林.岩层控制中关键层的理论研究[J],煤炭学报,1996(3):225～230.
33.钱鸣高、缪协兴.采场矿山压力理论研究的新进展[J],矿山压力与顶板管理,1996(2):17～20.
34. M. G. Qian, F. L. He and X. X. Miu, The System of Strata Control around LongwallFace in Chine, Proceedings: '96 InternationalSymposium on Mining Science and Technology.: 15～18
35.钱鸣高、何富连、缪协兴.采场围岩控制的回顾与发展[J],煤炭科学技术,1996(1):1～3.
36. Minggao Qian, Fulian He and Deren Zhu. Monitoring Indices for the Support and Surrounding Strata on a Longwall Face, 11th International Conference on ground Control in Mining, The Uni. Of Wollongong, 1992: 255～262.
37.许家林.岩层移动控制的关键层理论及其应用[D],江苏徐州:中国矿业大学博士学位论文,1999.
38.茅献彪、缪协兴、钱鸣高.采动覆岩中关键层的破断规律研究[J],中国矿业大学学报,1998(1): 39～42.
39.钱鸣高、茅献彪、缪协兴.采场覆岩中关键层上载荷的变化规律[J],煤炭学报,1998(2):135～230.
40.许家林、钱鸣高.覆岩关键层位置的判断方法[J],中国矿业大学学报,2000(5):463～467.
41.许家林、钱鸣高.覆岩采动裂隙分布特征的研究[J],矿山压力与顶板管理,1997(3,4):210～212.
42.钱鸣高、许家林.覆岩采动裂隙分布的“O”形圈特征研究[J],煤炭学报,1998(5):466～469.
43.许家林、钱鸣高、高红新.采动裂隙实验结果的量化方法[J],辽宁工程技术大学学报,1998(6):586～589.
44.许家林、孟广石.应用上覆岩层采动裂隙“O”形圈特征抽放采空区瓦斯[J],煤矿安全,1995(7):2～4.
45.许家林、钱鸣高.覆岩注浆减沉钻孔布置研究[J],中国矿业大学学报,1998(3):276～279.
46.许家林、钱鸣高.关键层运动对覆岩及地表移动影响的研究[J],煤炭学报,2000(2):122～126.
47.黎良杰.采场底板突水机理的研究[D],江苏徐州:中国矿业大学博士学位论文,1995.
48.钱鸣高、缪协兴、许家林、茅献彪.岩层控制的关键层理论[M],江苏徐州:中国矿业大学出版社,2000.
49.姜福兴、王春秋、宋振骐.采场覆岩空间结构与应力场动态关系探讨[A],中国科协第46次“青年科学家论坛”文集[C],中国科学技术出版社,1999.
50.姜福兴、Xun Luo.微震监测技术在矿井岩层破裂监测中的应用[J],岩土工程学报,2002(2):147～149.
51.姜福兴、Xun Luo、杨淑华.采场覆岩空间破裂与采动应力场的微震研究[J],岩土工程学报,2003(1):23～25.
52.邓广哲.放顶煤采场上覆岩层运动和破坏规律研究[J],矿山压力与顶板管理,1994(2):23～26.
53.闫少宏、贾光胜、刘贤龙.放顶煤开采上覆岩层结构向高位转移机理分析[J],矿山压力与顶板管理,1996(3):3～5.
54.赵经彻、陶廷云、刘先贵、孙晓明.关于综放开采的岩层运动和矿山压力控制问题[J],岩石力学与工程学报,1997(2):132～139.
55.贾喜荣、翟英达、杨双锁.放顶煤工作面顶板岩层结构及项板来压计算[J],煤炭学报,1998(4):366～370.
56 杨淑华、姜福兴.综采放顶煤支架受力与顶板结构的关系探讨[J],岩石力学与工程学报,1999(3):
57 陆明心、郝海金、吴健.综放开采上位岩层的平衡结构及其对采场矿压显现的影响[J],煤炭学报,2002(6):591～595.
58.于学馥.信息时代岩土力学与采矿计算初步[M],北京:科学出版社,1991.
59.S. S. 彭.煤矿地层控制[M],北京:煤炭工业出版社,1984.
60.康立勋.大同综采工作面端面漏冒及其控制[D],江苏徐州:中国矿业大学博士学位论文,1994.
61.刘天泉.矿山岩体采动影响与控制工程学及其应用[J],煤炭学报,1995(1).
62.徐曾和、徐小荷等.坚硬顶板下煤柱岩爆的尖点突变理论分析[J],煤炭学报,1995(5).
63.谭云亮.矿山岩层运动非线性动力学特征研究[D],吉林长春:东北大学博士学位论文,1996.
64.谭云亮.矿山岩层运动非线性动力学反演预测方法[J],岩土工程学报,1998(4).
65.钱鸣高、缪协兴、何富连.采场“砌体梁”结构的关键块分析[J],煤炭学报,1994(6);557～563.
66.钱鸣高.砌体梁的"S-R”稳定及其应用[J],矿山压力与顶板管理,1994(3):6～10.
67.钱鸣高、何富连、王作棠等.再论采场矿山压力理论[J],中国矿业大学学报,1994(3):1～12.
68.缪协兴、钱鸣高.采动岩体的关键层理论研究新进展[J],中国矿业大学学报,2000(1):25～28.
69.缪协兴、钱呜高.采矿工程存在的力学问题[J],力学与实践[J],1995(5):70～71.
70.钱鸣高、缪协兴.采场上覆岩层结构的形态与受力分析[J],岩石力学与工程学报,1995(2):97～106.
71.缪协兴.采场老顶初次来压时的稳定性分析[J],中国矿业大学学报,1989(3).
72.侯忠杰.老顶断裂岩块回转端角接触面尺寸[J],矿山压力与顶板管理,1999(3-4):29～31.
73.侯忠杰.采场老顶断裂岩块失稳类型判断曲线讨论[J],矿山压力与项板管理,2002(2):1～3.
74.黄庆享、钱鸣高、石平五.浅埋煤层采场老顶周期来压的结构分析[J],煤炭学报,1999(6):581～585.
75.黄庆享.浅埋煤层长壁开采项板控制研究[D],江苏徐州,中国矿业大学博士学位论文,1998.
76.黄庆享、石平五、钱鸣高.老顶岩块端角摩擦系数和挤压系数实验研究[J],岩土力学,2000(1):60～63.
77.钟新谷.长壁工作面顶板变形失稳的突变模式[J],湘潭矿业学院学报,1994(2):1～6.
78.钟新谷.采场坚硬顶板的弹性稳定性分析[J],煤,1996(4):15～17.
79.钟新谷.项板岩梁结构的稳定性与支护系统刚度[J],煤炭学报,1995(6):601～606.
80.史红、姜福兴.采场上覆岩层结构理论及其新进展[J],山东科技大学学报:2005(1)
81.蒲海、缪协兴.综放采场覆岩冒落与围岩支承压力动态分布规律的数值模拟[J],岩石力学与工程学报,2004(7):1122～1126.
82.刘红元、刘建新、唐春安.采动影响下覆岩垮落过程的数值模拟[J],岩土工程学报,2001,23(2):201～204.
83.徐金海、缪协兴、蒲海等.综放工作面收作眼合理位置确定与稳定性分析[J],岩石力学与工程学报,2004(12):1981～1985.
84.林崇德.层状岩石顶板破坏机理数值模拟过程分析[J],岩石力学与工程学报,1999,18(2):392～396.
85.曹胜根、钱鸣高、缪协兴、刘长友.综放开采端面顶板稳定性的数值模拟研究[J],岩石力学与工程学报,2000(4):472-475.
86.何满潮、薛廷河、彭延飞.工程岩体力学参数确定方法的研究[J],岩石力学与工程学报,2001,20(2):225～229.
87.翟新献.放项煤工作面顶板岩层移动相似模拟研究[J],岩石力学与工程学报,2002:21(11),1667～1671.
88.缪协兴、钱鸣高.超长综放工作面覆岩关键层破断特征及对采场矿压的影响[J],岩石力学与工程学报,2003(1):45～47.
89.姜福兴、XUN LUO、杨淑华.采场覆岩空间破裂与采动应力场的微震探测研究[J],岩土工程学报,2003,25(1):23～25.
90.姜福兴、杨淑华、XUN LUO.微地震监测揭示的采场围岩空间破裂形态[J],煤炭学报,2003,28(4):357～360.
91. A. J. Mendecki. Seismic monitoring in Mines[A], London: Chapman and Hall, 1997, 12～75.
92. Luo X., Hatherly P. Application of microseismic monitoring to characterise geomechnic conditions in longwall mining[J], Exploration Geophysics, 1998 (29): 489～493.
93. Luo X., Hatherly P. Gladwin M. Application of microseismic monitoring to longwall geomechanics and safety[A], Proc. 17th Conf. Ground Control in Mining (ed Syd S. Peng)[C], Morgantown, USA, 1998: 72～78.
94. L uo X., Hatherly P. Understanding o f high g as emissions a t A ppin Colliery through m icroseismic monitoring[A], Proc. Int. Mining Tech.' 98 Symp[C], Chingqing[C], China, 1998: 74～79.
95. I. W. Farmer. Engineering Behavior of Rocks. Chapman and Hall. London. 1983.
96. Singh K. B. Singh T. N. Sing D. P. Jethwa F. L. Effect of Discontinuities on Strata-movement Problem in Collieries, a review, Geotechnical and Geological Engineering, 1994, 12(1).
97. R. E. Gray. Coal Mine Subsidence and Structures. Mine Induced Subsidence, 1988(5): 69～86.
97. R. E. Gray. Coal Mine Subsidence and Structures. Mine Induced Subsidence, 1988(5): 69～86.
98. S. S. Peng. Surface subsidence Engineering. Colorado(USA): Society for Mining, Metallurgy and Exploration, Inc. 1992.
99.缪协兴、茅献彪、周廷振.采场老顶弹性地基梁结构分析与来压预报[J],力学与实践,1995(5):21～22.
100.刘开云、乔春生、周辉等.覆岩组合运动的特征及关键层位置研究[J],岩石力学与工程学报,2004(9):1301～1306.
101.茅献彪、缪协兴、钱鸣高.采动覆岩中复合关键层的断裂步距计算[J],岩土力学,1999,20(2):1～4.
102.马占国、缪协兴,超长综放面矿压显现规律的研究[J],矿山压力与顶板管理,2002(4):13～14
103.曹胜根、缪协兴.超长综放工作面采场矿山压力控制[J],煤炭学报,2001(6):40～42.
104. P. R. Young. Rockbursts and Seismicity in Mines[A], Rotterdam: Balkema, 1993; 23～50.
105.吴健、张勇.关于长壁放项煤开采基础理论的研究[J],中国矿业大学学报,1998(4):332～335.
106.阎少宏、吴健.放顶煤开采顶煤运移实测与损伤特性分析[J],岩石力学与工程学报,1996(2):155～162.
107.徐芝纶.弹性力学[M],北京:高等教育出版社,1990,12～66.
108.徐秉业、刘信声.应用弹性力学[M],北京:清华大学出版社,1995,128～168.
109.吴家龙.弹性力学[M],上海:同济大学出版社,1987,12～66.
110.史红、姜福兴.采场上覆大厚度坚硬岩层破断规律的力学分析[J],岩石力学与工程学报,2004(18):3066～3069.
111.高延法、张庆松.矿山岩体力学[M],江苏徐州:中国矿业大学出版社,2000.
112.周维垣.高等岩石力学[M],北京:水利电力出版社,1990.
113.方新秋、钱鸣高、曹胜根、缪协兴..综放开采不同顶煤端面顶板稳定性及其控制[J],中国矿业大学学报,2000(1):72～74.
114.魏锦平、靳钟铭、牛彦华.、白义如.两硬条件综放矿压的实验研究[J],太原理工大学学报,1999(3):233～235.
115.郜进海、魏锦平、靳钟铭、闫志义、侯志鹰.“两硬”综放面顶板控制技术研究[J],太原理工大学学报,1999(3):228～230.
116.缪协兴、钱鸣高.综放采场围岩—支架整体力学模型及分析[J],煤,1998(6):1～5. 216～218.
118.魏锦平、靳钟铭、汤泆.坚硬顶板综放采场台阶式悬梁结构控制及其数值分析[J],湘潭矿业学院学报,2002(4):17～19.
119.宋选民、白义如、靳钟铭、张春涛.硬煤综放面矿压显现及其控制[J],矿山压力与顶板管理,1997(zl):42～45.
120.杨双锁、靳钟铭.采场顶板稳定性定量分析及分类研究[J],山西矿业学院学报,1997(1):29～31
121. Passaris E KS, Ran JQ, Mottahed P. Stability of the jrinted roof in stratified rock[J], Int. J. Rock. Mech. Min. Sci and Geomech. Abstr. 1993, 30(7): 857～860.
122.范钦珊.理论力学[M],北京:高等教育出版社,2000,355～378.
123.王照林.运动稳定性及其应用[M],北京:高等教育出版社,1992.
124.杨建辉、蔡美峰.层状岩石铰接拱全过程变形性质试验研究[J],岩石力学与工程学报,2004(2):204～212.
125.孟召平、彭苏萍.沉积岩体结构类型及其对煤岩开采矿压分布的影响[J],岩石力学与工程学报,2004(9):1454～1459.
126. J. P. Seidel、C. M. Haberfield. The Application of Energy Principles to the Determination of the Sliding Resistance of Rock Joints. Rock Mechanics and Rock Engineering, 1995, 28(4).
127.丁大正.科学计算强档Mathematica4教程[M],北京:电子工业出版社,2002,50～274.
128.D.尤金.Mathematica使用指南[M],北京:科学出版社,2002,20～179.
129.数学手册编写组.数学手册[M],北京:高等教育出版社,2000,19～23.
130.姜福兴、汪华君等.综放工作面支架“异常压力”的力源研究[J],煤炭学报,2004(5):523～526.
131.姜福兴、马其华.深部长壁工作面动态支承压力极值点的求解[J],煤炭学报,2002(3):273～275.
132. F. P. Bowden and D. Tabor. The Friction and Lubrication of Solid. Vol. 1, Clarendon Press, Oxford.
133. J. F. Archard. Elastic Deformation and The Laws of Friction. Proc. Roy. Scc, London, A243: 190～250.
134.Goodman R E. 岩石力学原理及其应用(王鸿儒、王宏硕等译)[M],北京:水利电力出版社,1990.
135.马庆云.采动支承压力及上覆岩层运动规律研究[D],江苏徐州:中国矿业大学博士学位论文,1997.
136.方新秋.综放采场支架-围岩稳定性及控制研究[D],江苏徐州:中国矿业大学博士学位论文,2002.
137.师幼安、索永录.坚硬煤层综放开采支架-围岩关系特点分析[J],西安科技学院学报,2004(2):141～144.
138.邢玉章.综放采场矿压显现异常机理的研究[D],山东泰安:山东科技大学硕士学位论文,2004.
139.吴健、张勇.综放采场支架-围岩关系的新概念[J],煤炭学报,2001(4):350～355.
140.阎少宏、孟金锁、吴健.放项煤开采顶煤分区的力学方法[J],煤炭科学技术,1995(12):33～37.
141.吴健、张海戈.“三软”厚煤层放顶煤工作面控制液压支架架前冒顶的理论与实践[J],岩石力学与工程学报,1994(1):4～10.
142.吴健、张海戈、田楚华等.“三软”厚煤层综放开采架前冒顶的研究[J],矿山压力与顶板管理,1994(1):10～14.
143.牛彦华、魏锦平、靳钟铭.“两硬”综放采场支架受载浅析[J],山西矿业学院学报,1997(4):317～319.
144.靳钟铭、宋选民、张春涛、程根马.坚硬煤层综放开采试验研究[J],煤炭科学技术,1998(2):19～23.
145.靳钟铭、牛彦华、魏锦平、闫志义.“两硬”条件下综放面支架围岩关系[J],岩石力学与工程学报,1998(5):514～520.
146.弓培林、靳钟铭.影响大采高综采支架稳定性的试验研究[J],太原理工大学学报,2001(6):667～669.
147.方新秋、钱鸣高、曹胜根、缪协兴.不同顶煤条件下支架工作阻力的确定[J],岩土工程学报,2002(2):233-236.
148.高峰、钱鸣高、缪协兴.采场支架工作阻力与顶板下沉量类双曲线关系的探讨[J],岩石力学与工程学报,1999(6):658～662.
2.钱鸣高、刘听成.矿山压力及其控制[M],北京:煤炭工业出版社,1984.
3.姜福兴.煤矿采场来压预测预报专家系统[D],江苏徐州:中国矿业大学博士学位论文,1994.
4.张顶立.综合机械化放顶煤开采采场矿山压力控制[M],北京:煤炭工业出版社,1999.
5.姜福兴.采场顶板控制设计及其专家系统[M],江苏徐州:中国矿业大学出版社,1995,205～212.
6.赵经彻、陶廷云、刘先贵等.关于综放开采的岩层运动和矿山压力控制问题[J],岩石力学与工程学报,1997(2):132～139.
7.张顶立、王悦汉.综采放顶煤工作面岩层结构分析[J],中国矿业大学学报,1998(4):340～343.
8.宋振骐、陈立良、王春秋等.关于综采放顶煤安全开采条件的认识[J],煤炭学报,1995(4):356～360.
9.张顶立.综放工作面煤岩稳定性研究及控制[D],江苏徐州:中国矿业大学博士学位论文,1994.
10.姜福兴.放顶煤采场的顶板结构及其支架围岩关系探讨[J],世界煤炭技术[J],1994(12):32～34.
11.姜福兴、宋振骐、宋扬.老项的基本结构形式[J],岩石力学与工程学报,1993(4):366～379.
12.朱诗顺、李鸿昌、杨振复.放项煤开采工作面上覆煤岩体的结构[J],岩石力学与工程学报,1996(2):150～155.
13.闫少宏、吴健.放顶煤开采顶煤运移实测与损伤特性分析[J],岩石力学与工程学报,1996(2):155～162.
14.陈炎光、钱鸣高.中国煤矿采场围岩控制[M],江苏徐州:中国矿业大学出版社,1994.
15. Chien(Qian)Minggao. A Study of the Behavior of Overlying Strata in Longwall Mining and its Application to Strata Control, Proceedings of the Symposium on Strata Mechanics, Elsevier Scientific Publishing Company, 1982: 13～17.
16.钱鸣高、李鸿昌.采场上覆岩层活动规律及其对矿山压力的影响[J],煤炭学报,1982(2):1～12.
17.钱鸣高、缪协兴.采场上覆岩层结构的形态与受力分析[J],岩石力学与工程学报,1995(2):97～106.
18.钱鸣高.采场上覆岩层结构模型及其应用[J],中国矿院学报,1982(2).
19.缪协兴、钱鸣高.采场围岩整体结构与砌体梁力学模型[J],矿山压力与顶板管理,1995(3,4):3～12.
20.贾喜荣.坚硬顶板垮落机理及其工作面几何参数的确定[A],第三届采场矿压理论与实践讨论会论文集[C],1986.
21.钱鸣高、赵国景.老顶断裂前后的矿山压力变化[J],中国矿院学报,1986(4).
22.朱德仁、钱鸣高.长壁工作面老顶断裂的计算机模拟[J],中国矿院学报,1987(3).
23. Qian Minggao and He Fulian. The Behavior of the Main Roof in Longwall Mining. Weighting Span, Fracture and Disturbance, Jou. Of Mine, Metals & Fuels, June-July, 1989: 240-246.
24.姜福兴.薄板力学解在坚硬顶板采场的应用范围[J],西安矿业学院学报,1991(2).
25.宋振骐.采场上覆岩层运动的基本规律[J],山东矿院学报,1979(1).
26.宋振骐、宋扬等.内外应力场理论及其在矿压控制中的应用[A],中国北方岩石力学与工程应用学术会议论文集[C],郑州:科学出版社,1991.
27.宋振骐、蒋金泉.煤矿岩层控制的研究重点与方向[J],岩石力学与工程学报,1996(2):128～134.
28.姜福兴.采场上覆岩层运动与支承压力关系的机械模拟研究[J],矿山压力,1988(2).
29.蒋金泉.顶板来压预报的数学模型及效果[J],山东矿业学院学报,1989(4).
30.姜福兴.岩层质量指数及其应用[J],岩石力学与工程学报,1994(3):270～278.
31. Fuxing Jiang, Guoan Jiang. Theory and Technology For Hard Roof Control of Longwall Face in Chinese Collieries. Journal Of Coal Science & Engineering. 1998(2).
32.钱鸣高、缪协兴、许家林.岩层控制中关键层的理论研究[J],煤炭学报,1996(3):225～230.
33.钱鸣高、缪协兴.采场矿山压力理论研究的新进展[J],矿山压力与顶板管理,1996(2):17～20.
34. M. G. Qian, F. L. He and X. X. Miu, The System of Strata Control around LongwallFace in Chine, Proceedings: '96 InternationalSymposium on Mining Science and Technology.: 15～18
35.钱鸣高、何富连、缪协兴.采场围岩控制的回顾与发展[J],煤炭科学技术,1996(1):1～3.
36. Minggao Qian, Fulian He and Deren Zhu. Monitoring Indices for the Support and Surrounding Strata on a Longwall Face, 11th International Conference on ground Control in Mining, The Uni. Of Wollongong, 1992: 255～262.
37.许家林.岩层移动控制的关键层理论及其应用[D],江苏徐州:中国矿业大学博士学位论文,1999.
38.茅献彪、缪协兴、钱鸣高.采动覆岩中关键层的破断规律研究[J],中国矿业大学学报,1998(1): 39～42.
39.钱鸣高、茅献彪、缪协兴.采场覆岩中关键层上载荷的变化规律[J],煤炭学报,1998(2):135～230.
40.许家林、钱鸣高.覆岩关键层位置的判断方法[J],中国矿业大学学报,2000(5):463～467.
41.许家林、钱鸣高.覆岩采动裂隙分布特征的研究[J],矿山压力与顶板管理,1997(3,4):210～212.
42.钱鸣高、许家林.覆岩采动裂隙分布的“O”形圈特征研究[J],煤炭学报,1998(5):466～469.
43.许家林、钱鸣高、高红新.采动裂隙实验结果的量化方法[J],辽宁工程技术大学学报,1998(6):586～589.
44.许家林、孟广石.应用上覆岩层采动裂隙“O”形圈特征抽放采空区瓦斯[J],煤矿安全,1995(7):2～4.
45.许家林、钱鸣高.覆岩注浆减沉钻孔布置研究[J],中国矿业大学学报,1998(3):276～279.
46.许家林、钱鸣高.关键层运动对覆岩及地表移动影响的研究[J],煤炭学报,2000(2):122～126.
47.黎良杰.采场底板突水机理的研究[D],江苏徐州:中国矿业大学博士学位论文,1995.
48.钱鸣高、缪协兴、许家林、茅献彪.岩层控制的关键层理论[M],江苏徐州:中国矿业大学出版社,2000.
49.姜福兴、王春秋、宋振骐.采场覆岩空间结构与应力场动态关系探讨[A],中国科协第46次“青年科学家论坛”文集[C],中国科学技术出版社,1999.
50.姜福兴、Xun Luo.微震监测技术在矿井岩层破裂监测中的应用[J],岩土工程学报,2002(2):147～149.
51.姜福兴、Xun Luo、杨淑华.采场覆岩空间破裂与采动应力场的微震研究[J],岩土工程学报,2003(1):23～25.
52.邓广哲.放顶煤采场上覆岩层运动和破坏规律研究[J],矿山压力与顶板管理,1994(2):23～26.
53.闫少宏、贾光胜、刘贤龙.放顶煤开采上覆岩层结构向高位转移机理分析[J],矿山压力与顶板管理,1996(3):3～5.
54.赵经彻、陶廷云、刘先贵、孙晓明.关于综放开采的岩层运动和矿山压力控制问题[J],岩石力学与工程学报,1997(2):132～139.
55.贾喜荣、翟英达、杨双锁.放顶煤工作面顶板岩层结构及项板来压计算[J],煤炭学报,1998(4):366～370.
56 杨淑华、姜福兴.综采放顶煤支架受力与顶板结构的关系探讨[J],岩石力学与工程学报,1999(3):
57 陆明心、郝海金、吴健.综放开采上位岩层的平衡结构及其对采场矿压显现的影响[J],煤炭学报,2002(6):591～595.
58.于学馥.信息时代岩土力学与采矿计算初步[M],北京:科学出版社,1991.
59.S. S. 彭.煤矿地层控制[M],北京:煤炭工业出版社,1984.
60.康立勋.大同综采工作面端面漏冒及其控制[D],江苏徐州:中国矿业大学博士学位论文,1994.
61.刘天泉.矿山岩体采动影响与控制工程学及其应用[J],煤炭学报,1995(1).
62.徐曾和、徐小荷等.坚硬顶板下煤柱岩爆的尖点突变理论分析[J],煤炭学报,1995(5).
63.谭云亮.矿山岩层运动非线性动力学特征研究[D],吉林长春:东北大学博士学位论文,1996.
64.谭云亮.矿山岩层运动非线性动力学反演预测方法[J],岩土工程学报,1998(4).
65.钱鸣高、缪协兴、何富连.采场“砌体梁”结构的关键块分析[J],煤炭学报,1994(6);557～563.
66.钱鸣高.砌体梁的"S-R”稳定及其应用[J],矿山压力与顶板管理,1994(3):6～10.
67.钱鸣高、何富连、王作棠等.再论采场矿山压力理论[J],中国矿业大学学报,1994(3):1～12.
68.缪协兴、钱鸣高.采动岩体的关键层理论研究新进展[J],中国矿业大学学报,2000(1):25～28.
69.缪协兴、钱呜高.采矿工程存在的力学问题[J],力学与实践[J],1995(5):70～71.
70.钱鸣高、缪协兴.采场上覆岩层结构的形态与受力分析[J],岩石力学与工程学报,1995(2):97～106.
71.缪协兴.采场老顶初次来压时的稳定性分析[J],中国矿业大学学报,1989(3).
72.侯忠杰.老顶断裂岩块回转端角接触面尺寸[J],矿山压力与顶板管理,1999(3-4):29～31.
73.侯忠杰.采场老顶断裂岩块失稳类型判断曲线讨论[J],矿山压力与项板管理,2002(2):1～3.
74.黄庆享、钱鸣高、石平五.浅埋煤层采场老顶周期来压的结构分析[J],煤炭学报,1999(6):581～585.
75.黄庆享.浅埋煤层长壁开采项板控制研究[D],江苏徐州,中国矿业大学博士学位论文,1998.
76.黄庆享、石平五、钱鸣高.老顶岩块端角摩擦系数和挤压系数实验研究[J],岩土力学,2000(1):60～63.
77.钟新谷.长壁工作面顶板变形失稳的突变模式[J],湘潭矿业学院学报,1994(2):1～6.
78.钟新谷.采场坚硬顶板的弹性稳定性分析[J],煤,1996(4):15～17.
79.钟新谷.项板岩梁结构的稳定性与支护系统刚度[J],煤炭学报,1995(6):601～606.
80.史红、姜福兴.采场上覆岩层结构理论及其新进展[J],山东科技大学学报:2005(1)
81.蒲海、缪协兴.综放采场覆岩冒落与围岩支承压力动态分布规律的数值模拟[J],岩石力学与工程学报,2004(7):1122～1126.
82.刘红元、刘建新、唐春安.采动影响下覆岩垮落过程的数值模拟[J],岩土工程学报,2001,23(2):201～204.
83.徐金海、缪协兴、蒲海等.综放工作面收作眼合理位置确定与稳定性分析[J],岩石力学与工程学报,2004(12):1981～1985.
84.林崇德.层状岩石顶板破坏机理数值模拟过程分析[J],岩石力学与工程学报,1999,18(2):392～396.
85.曹胜根、钱鸣高、缪协兴、刘长友.综放开采端面顶板稳定性的数值模拟研究[J],岩石力学与工程学报,2000(4):472-475.
86.何满潮、薛廷河、彭延飞.工程岩体力学参数确定方法的研究[J],岩石力学与工程学报,2001,20(2):225～229.
87.翟新献.放项煤工作面顶板岩层移动相似模拟研究[J],岩石力学与工程学报,2002:21(11),1667～1671.
88.缪协兴、钱鸣高.超长综放工作面覆岩关键层破断特征及对采场矿压的影响[J],岩石力学与工程学报,2003(1):45～47.
89.姜福兴、XUN LUO、杨淑华.采场覆岩空间破裂与采动应力场的微震探测研究[J],岩土工程学报,2003,25(1):23～25.
90.姜福兴、杨淑华、XUN LUO.微地震监测揭示的采场围岩空间破裂形态[J],煤炭学报,2003,28(4):357～360.
91. A. J. Mendecki. Seismic monitoring in Mines[A], London: Chapman and Hall, 1997, 12～75.
92. Luo X., Hatherly P. Application of microseismic monitoring to characterise geomechnic conditions in longwall mining[J], Exploration Geophysics, 1998 (29): 489～493.
93. Luo X., Hatherly P. Gladwin M. Application of microseismic monitoring to longwall geomechanics and safety[A], Proc. 17th Conf. Ground Control in Mining (ed Syd S. Peng)[C], Morgantown, USA, 1998: 72～78.
94. L uo X., Hatherly P. Understanding o f high g as emissions a t A ppin Colliery through m icroseismic monitoring[A], Proc. Int. Mining Tech.' 98 Symp[C], Chingqing[C], China, 1998: 74～79.
95. I. W. Farmer. Engineering Behavior of Rocks. Chapman and Hall. London. 1983.
96. Singh K. B. Singh T. N. Sing D. P. Jethwa F. L. Effect of Discontinuities on Strata-movement Problem in Collieries, a review, Geotechnical and Geological Engineering, 1994, 12(1).
97. R. E. Gray. Coal Mine Subsidence and Structures. Mine Induced Subsidence, 1988(5): 69～86.
97. R. E. Gray. Coal Mine Subsidence and Structures. Mine Induced Subsidence, 1988(5): 69～86.
98. S. S. Peng. Surface subsidence Engineering. Colorado(USA): Society for Mining, Metallurgy and Exploration, Inc. 1992.
99.缪协兴、茅献彪、周廷振.采场老顶弹性地基梁结构分析与来压预报[J],力学与实践,1995(5):21～22.
100.刘开云、乔春生、周辉等.覆岩组合运动的特征及关键层位置研究[J],岩石力学与工程学报,2004(9):1301～1306.
101.茅献彪、缪协兴、钱鸣高.采动覆岩中复合关键层的断裂步距计算[J],岩土力学,1999,20(2):1～4.
102.马占国、缪协兴,超长综放面矿压显现规律的研究[J],矿山压力与顶板管理,2002(4):13～14
103.曹胜根、缪协兴.超长综放工作面采场矿山压力控制[J],煤炭学报,2001(6):40～42.
104. P. R. Young. Rockbursts and Seismicity in Mines[A], Rotterdam: Balkema, 1993; 23～50.
105.吴健、张勇.关于长壁放项煤开采基础理论的研究[J],中国矿业大学学报,1998(4):332～335.
106.阎少宏、吴健.放顶煤开采顶煤运移实测与损伤特性分析[J],岩石力学与工程学报,1996(2):155～162.
107.徐芝纶.弹性力学[M],北京:高等教育出版社,1990,12～66.
108.徐秉业、刘信声.应用弹性力学[M],北京:清华大学出版社,1995,128～168.
109.吴家龙.弹性力学[M],上海:同济大学出版社,1987,12～66.
110.史红、姜福兴.采场上覆大厚度坚硬岩层破断规律的力学分析[J],岩石力学与工程学报,2004(18):3066～3069.
111.高延法、张庆松.矿山岩体力学[M],江苏徐州:中国矿业大学出版社,2000.
112.周维垣.高等岩石力学[M],北京:水利电力出版社,1990.
113.方新秋、钱鸣高、曹胜根、缪协兴..综放开采不同顶煤端面顶板稳定性及其控制[J],中国矿业大学学报,2000(1):72～74.
114.魏锦平、靳钟铭、牛彦华.、白义如.两硬条件综放矿压的实验研究[J],太原理工大学学报,1999(3):233～235.
115.郜进海、魏锦平、靳钟铭、闫志义、侯志鹰.“两硬”综放面顶板控制技术研究[J],太原理工大学学报,1999(3):228～230.
116.缪协兴、钱鸣高.综放采场围岩—支架整体力学模型及分析[J],煤,1998(6):1～5. 216～218.
118.魏锦平、靳钟铭、汤泆.坚硬顶板综放采场台阶式悬梁结构控制及其数值分析[J],湘潭矿业学院学报,2002(4):17～19.
119.宋选民、白义如、靳钟铭、张春涛.硬煤综放面矿压显现及其控制[J],矿山压力与顶板管理,1997(zl):42～45.
120.杨双锁、靳钟铭.采场顶板稳定性定量分析及分类研究[J],山西矿业学院学报,1997(1):29～31
121. Passaris E KS, Ran JQ, Mottahed P. Stability of the jrinted roof in stratified rock[J], Int. J. Rock. Mech. Min. Sci and Geomech. Abstr. 1993, 30(7): 857～860.
122.范钦珊.理论力学[M],北京:高等教育出版社,2000,355～378.
123.王照林.运动稳定性及其应用[M],北京:高等教育出版社,1992.
124.杨建辉、蔡美峰.层状岩石铰接拱全过程变形性质试验研究[J],岩石力学与工程学报,2004(2):204～212.
125.孟召平、彭苏萍.沉积岩体结构类型及其对煤岩开采矿压分布的影响[J],岩石力学与工程学报,2004(9):1454～1459.
126. J. P. Seidel、C. M. Haberfield. The Application of Energy Principles to the Determination of the Sliding Resistance of Rock Joints. Rock Mechanics and Rock Engineering, 1995, 28(4).
127.丁大正.科学计算强档Mathematica4教程[M],北京:电子工业出版社,2002,50～274.
128.D.尤金.Mathematica使用指南[M],北京:科学出版社,2002,20～179.
129.数学手册编写组.数学手册[M],北京:高等教育出版社,2000,19～23.
130.姜福兴、汪华君等.综放工作面支架“异常压力”的力源研究[J],煤炭学报,2004(5):523～526.
131.姜福兴、马其华.深部长壁工作面动态支承压力极值点的求解[J],煤炭学报,2002(3):273～275.
132. F. P. Bowden and D. Tabor. The Friction and Lubrication of Solid. Vol. 1, Clarendon Press, Oxford.
133. J. F. Archard. Elastic Deformation and The Laws of Friction. Proc. Roy. Scc, London, A243: 190～250.
134.Goodman R E. 岩石力学原理及其应用(王鸿儒、王宏硕等译)[M],北京:水利电力出版社,1990.
135.马庆云.采动支承压力及上覆岩层运动规律研究[D],江苏徐州:中国矿业大学博士学位论文,1997.
136.方新秋.综放采场支架-围岩稳定性及控制研究[D],江苏徐州:中国矿业大学博士学位论文,2002.
137.师幼安、索永录.坚硬煤层综放开采支架-围岩关系特点分析[J],西安科技学院学报,2004(2):141～144.
138.邢玉章.综放采场矿压显现异常机理的研究[D],山东泰安:山东科技大学硕士学位论文,2004.
139.吴健、张勇.综放采场支架-围岩关系的新概念[J],煤炭学报,2001(4):350～355.
140.阎少宏、孟金锁、吴健.放项煤开采顶煤分区的力学方法[J],煤炭科学技术,1995(12):33～37.
141.吴健、张海戈.“三软”厚煤层放顶煤工作面控制液压支架架前冒顶的理论与实践[J],岩石力学与工程学报,1994(1):4～10.
142.吴健、张海戈、田楚华等.“三软”厚煤层综放开采架前冒顶的研究[J],矿山压力与顶板管理,1994(1):10～14.
143.牛彦华、魏锦平、靳钟铭.“两硬”综放采场支架受载浅析[J],山西矿业学院学报,1997(4):317～319.
144.靳钟铭、宋选民、张春涛、程根马.坚硬煤层综放开采试验研究[J],煤炭科学技术,1998(2):19～23.
145.靳钟铭、牛彦华、魏锦平、闫志义.“两硬”条件下综放面支架围岩关系[J],岩石力学与工程学报,1998(5):514～520.
146.弓培林、靳钟铭.影响大采高综采支架稳定性的试验研究[J],太原理工大学学报,2001(6):667～669.
147.方新秋、钱鸣高、曹胜根、缪协兴.不同顶煤条件下支架工作阻力的确定[J],岩土工程学报,2002(2):233-236.
148.高峰、钱鸣高、缪协兴.采场支架工作阻力与顶板下沉量类双曲线关系的探讨[J],岩石力学与工程学报,1999(6):658～662.