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刀把式沿空留巷综采面三维应力演化特征研究

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以活鸡兔煤矿1-2上402工作面为研究背景,采用"Rhino-Griddle-FLAC3D"联合方法对活鸡兔煤矿沿空留巷受采动影响三维应力场分布特征进行了研究,研究表明随着工作面向前推进,工作面顶板岩层压力以及顶板岩层结构调整产生的次生应力逐渐向工作面前方煤岩体以及采空区侧煤柱内转移,且煤柱尺寸越大,煤柱内应力集中程度越高.综合1-2上402工作面应力分布及转移特征得出:工作面推进距离达到60 m时为初次来压影响区域;工作面推进距离达到650~710 m时为工作面缩面后初次来压影响区域;地表初次充分采动影响区域为169~209 m,缩面后地表充分采动影响区域为819~859 m.结合采动三维应力分布特征,顶板大范围断裂影响区域为初次来压影响区域、地表充分采动影响区域、缩面后初次来压影响区域以及工作面缩面后地表充分采动影响区域;巷道断面扩大区域为巷道与联巷交叉区.矿压影响区与巷道交叉区叠加区域是重点监测区域.
Study on 3D stress evolution characteristics of fully mechanized mining face with knife-handle-type gob-side entry retaining
Taking 1 2-402 working face of Huojitu Coal Mine as research background,combined method of Rhino-Griddle-FLAC3D was used to study the 3D stress field distribution characteristics of gob-side entry retaining affected by mining in Huojitu Coal Mine.The study showed that with the advancing of working face,the pressure of roof rock layer and the secondary stress generated by the structural adjustment of roof rock layer gradually transferred to the coal rock mass in front of the working face and the coal pillars on the gob side,and the larger the coal pillar size,the higher the concentration degree of internal stress in the coal pillar.Based on the stress distribution and transfer characteristics of the l-2-402 working face,it was concluded that when the working face advanced 60 m,it reached the first weighting impact area;when the working face advanced 650-710 m,it reached the first weighting impact area after the working face shrank;the area affected by the initial full mining of the surface was 169-209 m,while the area was 819-859 m after the working face shrank.Based on the 3D stress distribution characteristics of mining,the areas affected by the large-scale roof fracture were the first weighting impact area,the full mining impact area on surface,the first weighting impact area after face shrinking,and the full mining impact area on surface after face shrinking;the expanded area of the roadway section was the intersection area between the roadway and the connecting roadway.The overlapping area between the mining pressure impact area and the roadway intersection area was a key monitoring area.

gob-side entry retainingnumerical simulationstress concentrationfirst weighting

吴帅、杜怀龙、冯志忠

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国能神东煤炭集团有限责任公司大柳塔煤矿,陕西省榆林市,719315

沿空留巷 数值模拟 应力集中 初次来压

2024

中国煤炭
煤炭信息研究院

中国煤炭

CSTPCD北大核心
影响因子:0.736
ISSN:1006-530X
年,卷(期):2024.50(z1)