辽宁工程技术大学学报(自然科学版)
遼寧工程技術大學學報(自然科學版)
료녕공정기술대학학보(자연과학판)
JOURNAL OF LIAONING TECHNICAL UNIVERSITY NATURAL SCIENCE EDITION
2013年
4期
443-448
,共6页
张源%万志军%程敬义%张博%巩利斌
張源%萬誌軍%程敬義%張博%鞏利斌
장원%만지군%정경의%장박%공리빈
巷道支护%沿空掘巷%窄煤柱%煤柱稳定性%支护结构%锚杆支护%支护强度%数值模拟
巷道支護%沿空掘巷%窄煤柱%煤柱穩定性%支護結構%錨桿支護%支護彊度%數值模擬
항도지호%연공굴항%착매주%매주은정성%지호결구%묘간지호%지호강도%수치모의
entry support%gob-side entry driving%narrow coal pillar%stability of coal pillar%supporting structure%bolt supporting%supporting intensity%numerical simulation
掌握沿空掘巷窄煤柱采空区侧已有支护结构对煤柱稳定性的影响.采用 FLAC3D 有限差分数值模拟方法,研究不同支护强度条件下窄煤柱的变形和破坏规律.研究结果表明:上区段工作面回采和沿空掘巷对煤柱稳定性的影响较大,窄煤柱采空区侧的煤体先于巷道侧进入塑性区,变形量远大于巷道侧;采空区侧的支护结构对限制煤体塑性区扩展的作用不明显,支护强度对煤柱稳定性的影响较小;采空区侧的支护结构很容易失效或强度发生严重衰减,巷道侧的支护结构受采动影响小,护强度对窄煤柱稳定性的影响程度大于采空区侧.
掌握沿空掘巷窄煤柱採空區側已有支護結構對煤柱穩定性的影響.採用 FLAC3D 有限差分數值模擬方法,研究不同支護彊度條件下窄煤柱的變形和破壞規律.研究結果錶明:上區段工作麵迴採和沿空掘巷對煤柱穩定性的影響較大,窄煤柱採空區側的煤體先于巷道側進入塑性區,變形量遠大于巷道側;採空區側的支護結構對限製煤體塑性區擴展的作用不明顯,支護彊度對煤柱穩定性的影響較小;採空區側的支護結構很容易失效或彊度髮生嚴重衰減,巷道側的支護結構受採動影響小,護彊度對窄煤柱穩定性的影響程度大于採空區側.
장악연공굴항착매주채공구측이유지호결구대매주은정성적영향.채용 FLAC3D 유한차분수치모의방법,연구불동지호강도조건하착매주적변형화파배규률.연구결과표명:상구단공작면회채화연공굴항대매주은정성적영향교대,착매주채공구측적매체선우항도측진입소성구,변형량원대우항도측;채공구측적지호결구대한제매체소성구확전적작용불명현,지호강도대매주은정성적영향교소;채공구측적지호결구흔용역실효혹강도발생엄중쇠감,항도측적지호결구수채동영향소,호강도대착매주은정성적영향정도대우채공구측.
@@@@To find out the influence of pre-existing gob-side supporting structure in narrow coal pillar of gob-side entry driving on the stability of coal pillar, the FLAC3D finite difference numerical simulation method is adopted in this paper to study the deformation and failure regularity of narrow coal pillar under different supporting intensity. The result indicates that both coal mining in last working face and gob-side entry driving have great impact on the stability of coal pillar, moreover, the coal of narrow coal pillar on the gob side is prone to turn plastic than that on the entry side. The deformation amount is much larger than that on the entry side as well. The supporting structure on the gob side is not so effective in constraining the expansion of plastic zone; its supporting intensity exerts little influence on the stability of coal pillar. The supporting structure on the gob side is apt to fail or weaken seriously in its intensity, whereas, the supporting structure on the entry side is hardly affected by mining, meanwhile, its supporting intensity exerted on the stability of narrow coal pillar is larger than that on the gob side.