Using an MTS 815 testing machine,the deformation and failure behavior of a rock-coal-rock combined body containing a weak coal interlayer has been investigated and described in this paper.Uniaxial loading leads to the...Using an MTS 815 testing machine,the deformation and failure behavior of a rock-coal-rock combined body containing a weak coal interlayer has been investigated and described in this paper.Uniaxial loading leads to the appearance of mixed cracks in the coal body which induce instability and lead to bursts in coal.If the mixed crack propagates at a sufficiently high speed to carry enough energy to damage the roof rock,then coal and rock bursts may occur-this is the main mechanism whereby coal bumps or coal and rock bursts occur after excavation unloading.With increasing confining pressure,the failure strength of a rock-coal-rock combined body gradually increases,and the failure mechanism of the coal interlayer also changes,from mixed crack damage under low confining pressures,to parallel crack damage under medium confining pressures,and finally to single shear crack damage or integral mixed section damage under high confining pressures.In general,it is shown that a weak coal interlayer changes the form of overall coal damage in a rock-coal-rock combined body and reduces the overall stability of a coal body.Therefore,the whole failure behavior of a rock-coal-rock combined body in large cutting height working faces is controlled by these mechanisms.展开更多
Non-pillar mining,top-coal caving and protected coal seam mining are the most popular mining methods in coal exploitation,and the different mining layouts will change the stress state and failure mechanism of coal in ...Non-pillar mining,top-coal caving and protected coal seam mining are the most popular mining methods in coal exploitation,and the different mining layouts will change the stress state and failure mechanism of coal in front of the working face.In this paper,mining-induced mechanical behaviors under three mining layouts have been simulated in the laboratory to investigate the effects of mining layouts on the deformation and strength of coal.Furthermore,the coal failure mechanism under different mining layouts is analyzed microscopically.The experimental results indicate that the stage characteristics of the coal deformation are obvious.Under the serial action of non-pillar mining,top-coal caving and protected coal seam mining layouts,the values of radial deformation,volume strain and Poisson's ratio increase,while the peak strength and deformation modulus decrease at the same buried depth,and the peak strength under non-pillar mining,top-coal caving and protected coal seam mining is about 3.0,2.5 and 2.0 times of the initial confining pressure,respectively.The results also indicate that the trend of the coal deformation decreases with the increase of the buried depth under the same mining layout,while the strength and deformation modulus increase,and the failure mechanism under three mining layouts is dominated with shear/tensile failure.展开更多
针对深井高应力巷道支护难题,基于常规U型钢拱架设计了一种U型约束混凝土(UCC)支护系统。为明确支护系统核心构件UCC拱架的力学性能及变形破坏机制,采用自主研发的地下工程约束混凝土拱架1∶1力学试验系统,并结合数值计算方法,开展了系...针对深井高应力巷道支护难题,基于常规U型钢拱架设计了一种U型约束混凝土(UCC)支护系统。为明确支护系统核心构件UCC拱架的力学性能及变形破坏机制,采用自主研发的地下工程约束混凝土拱架1∶1力学试验系统,并结合数值计算方法,开展了系统的试验研究。结果表明,均压加载条件下,室内试验UCC29拱架的屈服荷载为1 230 k N,极限荷载为1 310 k N,数值模拟与室内试验结果相差仅为8.86%和12.5%,拱架整体呈现"拱顶上升,拱腿内敛,整体变瘦高"的变形形态,最大变形部位在拱腿中部至起拱点位置。拱架变形破坏机制为局部强度破坏造成拱架整体失稳。现场应用效果显示,UCC拱架具有显著的围岩控制效果,为深井高应力巷道提供了一种新型支护形式。展开更多
基金supported by the Special Funds for Major State Basic Research Project(Nos.2011CB201201 and 2010CB732002)the National Natural Science Foundation of China(Nos.11102225and51374215)the National Excellent Doctoral Dissertation of China(No.201030)
文摘Using an MTS 815 testing machine,the deformation and failure behavior of a rock-coal-rock combined body containing a weak coal interlayer has been investigated and described in this paper.Uniaxial loading leads to the appearance of mixed cracks in the coal body which induce instability and lead to bursts in coal.If the mixed crack propagates at a sufficiently high speed to carry enough energy to damage the roof rock,then coal and rock bursts may occur-this is the main mechanism whereby coal bumps or coal and rock bursts occur after excavation unloading.With increasing confining pressure,the failure strength of a rock-coal-rock combined body gradually increases,and the failure mechanism of the coal interlayer also changes,from mixed crack damage under low confining pressures,to parallel crack damage under medium confining pressures,and finally to single shear crack damage or integral mixed section damage under high confining pressures.In general,it is shown that a weak coal interlayer changes the form of overall coal damage in a rock-coal-rock combined body and reduces the overall stability of a coal body.Therefore,the whole failure behavior of a rock-coal-rock combined body in large cutting height working faces is controlled by these mechanisms.
基金funded by the State Key Basic Research Program of China(No.2011CB201201)the National Key TechnologyR&D Program(No.2008BAB36B07)the National Natural Science Foundation of China(Nos.51134018 and 50674092)
文摘Non-pillar mining,top-coal caving and protected coal seam mining are the most popular mining methods in coal exploitation,and the different mining layouts will change the stress state and failure mechanism of coal in front of the working face.In this paper,mining-induced mechanical behaviors under three mining layouts have been simulated in the laboratory to investigate the effects of mining layouts on the deformation and strength of coal.Furthermore,the coal failure mechanism under different mining layouts is analyzed microscopically.The experimental results indicate that the stage characteristics of the coal deformation are obvious.Under the serial action of non-pillar mining,top-coal caving and protected coal seam mining layouts,the values of radial deformation,volume strain and Poisson's ratio increase,while the peak strength and deformation modulus decrease at the same buried depth,and the peak strength under non-pillar mining,top-coal caving and protected coal seam mining is about 3.0,2.5 and 2.0 times of the initial confining pressure,respectively.The results also indicate that the trend of the coal deformation decreases with the increase of the buried depth under the same mining layout,while the strength and deformation modulus increase,and the failure mechanism under three mining layouts is dominated with shear/tensile failure.
文摘针对深井高应力巷道支护难题,基于常规U型钢拱架设计了一种U型约束混凝土(UCC)支护系统。为明确支护系统核心构件UCC拱架的力学性能及变形破坏机制,采用自主研发的地下工程约束混凝土拱架1∶1力学试验系统,并结合数值计算方法,开展了系统的试验研究。结果表明,均压加载条件下,室内试验UCC29拱架的屈服荷载为1 230 k N,极限荷载为1 310 k N,数值模拟与室内试验结果相差仅为8.86%和12.5%,拱架整体呈现"拱顶上升,拱腿内敛,整体变瘦高"的变形形态,最大变形部位在拱腿中部至起拱点位置。拱架变形破坏机制为局部强度破坏造成拱架整体失稳。现场应用效果显示,UCC拱架具有显著的围岩控制效果,为深井高应力巷道提供了一种新型支护形式。
