采矿与安全工程学报
採礦與安全工程學報
채광여안전공정학보
JOURNAL OF MINING AND SAFETY ENGINEERING
2013年
4期
555-559
,共5页
温颖远%牟宗龙%易恩兵%王浩%刘振江
溫穎遠%牟宗龍%易恩兵%王浩%劉振江
온영원%모종룡%역은병%왕호%류진강
动力扰动%力学响应%巷道围岩
動力擾動%力學響應%巷道圍巖
동력우동%역학향응%항도위암
dynamic disturbance%mechanic response%roadway surrounding rock
为了探讨动力扰动对不同硬度煤层巷道围岩稳定性的影响规律,对动力扰动下不同硬度煤层巷道围岩力学响应进行了数值分析。结果表明:动力扰动对软硬煤煤层巷道围岩稳定性显著影响时间为0.4 s;在巷道顶板水平应力波动幅值、顶板及帮部围岩变形程度方面,软煤大于硬煤,而在帮部垂直应力波动幅值、底板水平应力波动幅值、底板变形程度及帮部和底板的塑性区面积方面,硬煤大于软煤;软硬煤煤层巷道顶板变形程度均大于底板和帮部,软煤帮部变形程度明显大于底板;在巷道变形位移显著上升时间段内,软硬煤煤层巷道帮部和底板位移变化速率不一致,而顶板位移变化速率一致。
為瞭探討動力擾動對不同硬度煤層巷道圍巖穩定性的影響規律,對動力擾動下不同硬度煤層巷道圍巖力學響應進行瞭數值分析。結果錶明:動力擾動對軟硬煤煤層巷道圍巖穩定性顯著影響時間為0.4 s;在巷道頂闆水平應力波動幅值、頂闆及幫部圍巖變形程度方麵,軟煤大于硬煤,而在幫部垂直應力波動幅值、底闆水平應力波動幅值、底闆變形程度及幫部和底闆的塑性區麵積方麵,硬煤大于軟煤;軟硬煤煤層巷道頂闆變形程度均大于底闆和幫部,軟煤幫部變形程度明顯大于底闆;在巷道變形位移顯著上升時間段內,軟硬煤煤層巷道幫部和底闆位移變化速率不一緻,而頂闆位移變化速率一緻。
위료탐토동력우동대불동경도매층항도위암은정성적영향규률,대동력우동하불동경도매층항도위암역학향응진행료수치분석。결과표명:동력우동대연경매매층항도위암은정성현저영향시간위0.4 s;재항도정판수평응력파동폭치、정판급방부위암변형정도방면,연매대우경매,이재방부수직응력파동폭치、저판수평응력파동폭치、저판변형정도급방부화저판적소성구면적방면,경매대우연매;연경매매층항도정판변형정도균대우저판화방부,연매방부변형정도명현대우저판;재항도변형위이현저상승시간단내,연경매매층항도방부화저판위이변화속솔불일치,이정판위이변화속솔일치。
In order to study the influence principles of dynamic disturbance on roadway surrounding rock in different hardness coal seams, the paper numerically analyses the stress response of roadway surrounding rock under dynamic disturbance. The results demonstrate that the average period that the dynamic disturbance has effect on the steady of rock is 0.4 s. The soft coal’s is more serious than the hard coal’s when compared with the horizontal stress amplitude of roof rock and the deformation of roof and side roadway. However, the hard coal’s is more serious than soft coal’s when compared with the vertical stress amplitude of side roadway, the horizontal stress amplitude of floor rock, the deformation of floor rock and the plasticity zone of floor and side roadway. The deformation of roof rock is more se-rious than that of floor and side roadway in two kinds of coal seam, and in soft coal seam the deforma-tion of side roadway is more serious than that of floor rock. During the increasing period of roadway deformation, the rate of rise is different in side roadway and floor roadway, but is same in roof rock.