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特厚煤层综放开采顶煤体“三带”放煤理论与应用 被引量:29
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作者 王金华 黄志增 于雷 《煤炭学报》 EI CAS CSCD 北大核心 2017年第4期809-816,共8页
采用实验室实验、数值模拟、相似模拟和理论分析相结合的研究方法,对特厚煤层综放开采顶煤体破坏的演化过程进行了深入研究。结果表明:特厚煤层综放开采过程中,超前支承压力对中、下位顶煤体内裂隙的扩展和顶煤体的破坏起着关键性作用;... 采用实验室实验、数值模拟、相似模拟和理论分析相结合的研究方法,对特厚煤层综放开采顶煤体破坏的演化过程进行了深入研究。结果表明:特厚煤层综放开采过程中,超前支承压力对中、下位顶煤体内裂隙的扩展和顶煤体的破坏起着关键性作用;控顶区内支架的反复支撑进一步加剧了下位顶煤体的破坏;控顶区后的冒落阶段,充分破碎的下位顶煤体能够随采随冒,中位顶煤体随着下位顶煤体的放出而成块状冒落,而上位顶煤体呈周期性滞后垮落。基于特厚顶煤体上、中、下位明显的不同破坏、冒落特征,提出了特厚煤层综放开采顶煤体"三带"结构模型,即自下而上分别为"散体带"、"块体带"、"裂隙梁带"。通过分析各带的破坏动力机制及其冒落特征,提出了分带厚度的确定方法。通过对同煤塔山煤矿特厚煤层综放开采顶煤体垮落形态实测,进一步验证并完善了"三带"结构模型。即:特厚煤层综放开采顶煤体一般存在"三带"结构,但在特定条件下可能只呈现"一带"或"两带",其形成过程主要与顶煤体厚度、煤体强度、煤体裂隙发育程度、地应力等因素有关。 展开更多
关键词 特厚煤层 综放开采 顶煤体 “三带”结构模型
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综放开采顶煤体的连续损伤破坏分析 被引量:18
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作者 谢和平 赵旭清 《中国矿业大学学报》 EI CAS CSCD 北大核心 2001年第4期323-327,共5页
顶煤变形破坏规律是综合机械化放顶煤开采基础理论的核心 .从顶煤体单元受力角度 ,在考虑围压衰减变化的情况下 ,对综放开采顶煤体的损伤破坏进行了理论分析 ,首次推导出综放开采过程中顶煤体受力单元的连续损伤破坏力学模型 .分析结果... 顶煤变形破坏规律是综合机械化放顶煤开采基础理论的核心 .从顶煤体单元受力角度 ,在考虑围压衰减变化的情况下 ,对综放开采顶煤体的损伤破坏进行了理论分析 ,首次推导出综放开采过程中顶煤体受力单元的连续损伤破坏力学模型 .分析结果用鹤壁煤岩的实验资料进行了对比验证 ,结果表明所建模型是可靠的 . 展开更多
关键词 综放开采 顶煤体受力单元 损伤模型 变形破坏规律
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用注水软化提高含较厚夹矸顶煤体冒放性的实践 被引量:3
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作者 闫少宏 宁宇 +2 位作者 屈天智 张贵山 李伟清 《煤炭科学技术》 CAS 北大核心 2001年第10期6-8,共3页
介绍了东滩煤矿 14 30 8综放工作面利用注水软化提高含较厚夹矸顶煤体冒放性的方法与效果 。
关键词 综放开采 注水软化 顶煤体 冒放性 采出率
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支承压力作用下综放开采顶煤体尺寸效应试验研究 被引量:10
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作者 黄志增 《煤炭科学技术》 CAS 北大核心 2018年第8期63-67,共5页
为了研究巨厚煤层(20 m以上)综放开采时,特厚顶煤体在超前支承压力作用下的力学特性与破坏特征,在MTS815岩石力学试验机上通过升高轴压同时降低围压的方式模拟顶煤体所受真实应力水平的变化,开展了不同高径比煤样尺寸效应研究。研究结... 为了研究巨厚煤层(20 m以上)综放开采时,特厚顶煤体在超前支承压力作用下的力学特性与破坏特征,在MTS815岩石力学试验机上通过升高轴压同时降低围压的方式模拟顶煤体所受真实应力水平的变化,开展了不同高径比煤样尺寸效应研究。研究结果表明:不同高径比煤样在三轴压缩试验中都存在孔隙压密—线弹性—塑性—破坏四个阶段,随着试件高径比的增大各阶段的表现特征为:孔隙压密阶段试件的变形量增大,线弹性阶段试件的弹性模量减小,塑性阶段试件的轴向应变增大,破坏阶段试件的峰后应力跌落变慢且残余承载强度逐渐增大。试件的最终破坏形态随高径比的增加从以压裂破坏为主逐渐过渡到以剪切破坏为主,且剪切破裂面下部裂隙发育充分,剪切破裂面上部裂隙不发育。由此认为巨厚煤层综放开采时中、下位顶煤体冒放性较好,上位顶煤体破碎不充分,难以冒放。 展开更多
关键词 支承压力 综放开采 顶煤体 尺寸效应 高径比
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综放开采冒落顶煤体堆积状态与放出率定量化研究 被引量:1
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作者 闫少宏 申宇鹏 《采矿与安全工程学报》 EI CSCD 北大核心 2023年第4期656-667,共12页
影响顶煤体冒落后堆积状态与放出率的主要因素有顶煤体厚度、采煤机割煤高度、顶煤体破断角、顶煤体滞后垮落距离、直接顶垮落与堆积特性。通过对比分析得出,顶煤、直接顶不同组合条件下,顶煤体冒落堆积状态的差异性是造成厚硬顶煤放出... 影响顶煤体冒落后堆积状态与放出率的主要因素有顶煤体厚度、采煤机割煤高度、顶煤体破断角、顶煤体滞后垮落距离、直接顶垮落与堆积特性。通过对比分析得出,顶煤、直接顶不同组合条件下,顶煤体冒落堆积状态的差异性是造成厚硬顶煤放出率低的根本原因。基于中硬、硬煤的顶煤破断角<90°条件下顶煤体的冒落特性,将其运动轨迹简化为圆周运动和自由落体运动,建立顶煤体冒落堆积计算模型,得出冒落顶煤在支架后方形成“四边形堆积”或“三角形堆积”状态。通过理论推导得出两种堆积状态的具体参数公式,并提出顶煤放出率的量化计算公式。研究表明:顶煤体冒落堆积轮廓由影响顶煤体冒落堆积的5个因素决定,顶煤放出率由其冒落堆积轮廓决定。由此可得,影响顶煤冒落堆积的5个因素与顶煤放出率定量关系为顶煤放出率与顶煤体破断角呈对数增大规律、与顶煤体滞后垮落距离呈指数减小规律、与顶煤厚度呈指数减小规律、与采煤机割煤高度呈指数增大规律、与矸石的充填角度呈指数增大规律、与自然安息角呈指数减小规律。这些研究成果不仅可以定量计算出工作面顶煤的放出率,为不同开采条件下厚硬顶煤的放出率研究提供预测模型,也可为厚硬顶煤弱化方案选取及效果评价提供理论指导。 展开更多
关键词 综放开采 堆积状态 放出率 顶煤体破断角 滞后垮落
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综放工作面顶煤承载能力和支架工作阻力的探讨 被引量:10
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作者 翟新献 苏承东 +1 位作者 李仕明 刘中云 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2007年第8期54-58,88,共6页
支架工作阻力计算是综放开采研究的主要问题之一。在对顶煤力学性质进行了实验室试验的基础上,总结出顶煤破坏时的强度满足主应力表示的莫尔-库仑强度准则。根据综放工作面顶煤体的受力特点,运用损伤力学应变等效原理,建立了综放工作面... 支架工作阻力计算是综放开采研究的主要问题之一。在对顶煤力学性质进行了实验室试验的基础上,总结出顶煤破坏时的强度满足主应力表示的莫尔-库仑强度准则。根据综放工作面顶煤体的受力特点,运用损伤力学应变等效原理,建立了综放工作面控顶距内顶煤体受力力学模型。从顶煤体承载能力的角度,研究综放面支架-顶煤体之间相互作用关系,推出了支架工作阻力的理论计算公式。该模型较好地解释了综放工作面支架工作阻力随顶煤强度的提高而增加的矿山压力显现。研究结论对综放面支架工作阻力计算具有一定的理论指导意义。 展开更多
关键词 顶煤体 综放工作面 支架工作阻力 损伤力学
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Zonal extraction technology and numerical simulation analysis in open pit coal mine 被引量:11
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作者 Chen Yanlong Cai Qingxiang +3 位作者 Shang Tao Peng Hongge Zhou Wei Chen Shuzhao 《International Journal of Mining Science and Technology》 2012年第4期487-491,共5页
In order to enhance coal recovery ratio of open pit coal mines, a new extraction method called zonal mining system for residual coal around the end-walls is presented. The mining system can improve economic benefits b... In order to enhance coal recovery ratio of open pit coal mines, a new extraction method called zonal mining system for residual coal around the end-walls is presented. The mining system can improve economic benefits by exploiting haulage and ventilation roadways from the exposed position of coal seams by uti- lizing the existing transportation systems. Moreover, the main mining parameters have also been dis- cussed. The outcome shows that the load on coal seam roof is about 0.307 MPa and the drop step of the coal seam roof about 20.3 m when the thickness of cover and average volume weight are about 120 m and 0.023 MN/m~ respectively. With the increase of mining height and width, the coal recovery ratio can be improved. However, when recovery ratio is more than 0.85, the average stress on the coal pillar will increase tempestuously, so the recovery ratio should also be controlled to make the coal seam roof safe. Based on the numerical simulation results, it is concluded that the ratio of coal pillar width to height should be more than 1.0 to make sure the coal pillars are steady, and there are only minor dis- placements on the end-walls. 展开更多
关键词 Extraction technologyNumerical simulationZonal miningResidual coalEnd-walls
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Bulking factor of the strata overlying the gob and a three-dimensional numerical simulation of the air leakage flow field 被引量:18
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作者 Shao Hao Jiang Shuguang +1 位作者 Wang Lanyun Wu Zhengyan 《Mining Science and Technology》 EI CAS 2011年第2期261-266,共6页
The present study examines the results of the researches related to the gob bulking factor carried out at home and abroad.A mathematical function of a three-dimensional gob bulking factor is described based on a three... The present study examines the results of the researches related to the gob bulking factor carried out at home and abroad.A mathematical function of a three-dimensional gob bulking factor is described based on a three-dimensional gob model.The method of taking value for interstice and permeability ratios is also proposed.The law of air leakage of fully mechanized top coal is researched in this study.The results show that the speed of air flow near the upper and lower crossheadings is higher than that in the central section of the gob at the same distance from the working face.When the amount of air at the working face exceeds a critical amount,the width of the spontaneous combustion zone in the upper and lower crossheadings is also larger than that in the central section.In this situation,the key is preventing the coal left in the upper and lower crossheadings from self-igniting.Reducing the amount of air at the working face can decrease the width of the spontaneous combustion zone,especially the width near the upper and lower crossheadings.This also moves the spontaneous combustion zone in the direction of the working face.It can prevent the coal in the gob from self-igniting by making the coal left in the crossheadings to be inert and by effectively controlling the amount of air at the working face. 展开更多
关键词 Gob Bulking factor Flow field Numerical simulation Spontaneous combustion of coal
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Failure mechanism and control technology of longwall coalface in large-cutting-height mining method 被引量:8
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作者 Wang Jiachen Yang Shengli Kong Dezhong 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期111-118,共8页
The stability control of longwall coalface is the key technology of large-cutting-height mining method.Therefore,a systematic study of the factors that affect coalface stability and its control technology is required ... The stability control of longwall coalface is the key technology of large-cutting-height mining method.Therefore,a systematic study of the factors that affect coalface stability and its control technology is required in the development of large-cutting-height mining method in China. After the practical field observation and years of study,it was found that the more than 95% of failures in coalface are shear failure. The shear failure analysis model of coalface has been established,that can perform systematic study among factors such as mining height,coal mass strength,roof load,support resistance,and face flipper protecting plate horizontal force. Meanwhile,sensitivity analysis of factors influencing coalface stability showed that improving support capacity,cohesion of coal mass and decreasing roof load of coalface are the key to improve coalface stability. Numerical simulation of the factors affecting coalface stability has been performed using UDEC software and the results are consistent with the theoretical analysis. The coalface reinforcement technology of large-cutting-height mining method using the grouting combined with coir rope is presented. Laboratory tests have been carried out to verify its reinforcement effect and practical application has been implemented in several coal mines with good results.It has now become the main technology to reduce longwall coalface failure of large-cutting-height mining method. 展开更多
关键词 Large-cutting-height mining methodLongwall coalfaceShear failureCoalface stability control technology
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