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
2014年
6期
932-937
,共6页
巷道群%掘进扰动%水平距离%垂直距离%围岩岩性
巷道群%掘進擾動%水平距離%垂直距離%圍巖巖性
항도군%굴진우동%수평거리%수직거리%위암암성
roadway group%excavation disturbance%horizontal distance%vertical distance%lithology of surrounding rock
深部开采条件下,后掘巷道对先掘巷道掘进扰动影响较大。针对巷道围岩强度、水平距离、垂直距离等影响巷道掘进扰动效应的因素,采用数值模拟和现场实测等手段进行研究。结果表明:岩体内摩擦角和内聚力的增加能够有效削弱巷道间的扰动效应,而抗拉强度对于掘进扰动几乎没有影响;5倍硐径间距以上时,相较于巷道间垂直距离,水平距离的增加能够显著减弱巷道间的掘进扰动效应;水平距离增加对掘进扰动的削弱效应在竖直方向上分布不同,当先掘巷道位于后掘巷道上方时,水平距离的增加能够更为有效地减弱掘进扰动影响。在此基础上提出巷道群围岩控制的最优空间关系确定方法,对工程实践具有一定的指导意义。
深部開採條件下,後掘巷道對先掘巷道掘進擾動影響較大。針對巷道圍巖彊度、水平距離、垂直距離等影響巷道掘進擾動效應的因素,採用數值模擬和現場實測等手段進行研究。結果錶明:巖體內摩抆角和內聚力的增加能夠有效削弱巷道間的擾動效應,而抗拉彊度對于掘進擾動幾乎沒有影響;5倍硐徑間距以上時,相較于巷道間垂直距離,水平距離的增加能夠顯著減弱巷道間的掘進擾動效應;水平距離增加對掘進擾動的削弱效應在豎直方嚮上分佈不同,噹先掘巷道位于後掘巷道上方時,水平距離的增加能夠更為有效地減弱掘進擾動影響。在此基礎上提齣巷道群圍巖控製的最優空間關繫確定方法,對工程實踐具有一定的指導意義。
심부개채조건하,후굴항도대선굴항도굴진우동영향교대。침대항도위암강도、수평거리、수직거리등영향항도굴진우동효응적인소,채용수치모의화현장실측등수단진행연구。결과표명:암체내마찰각화내취력적증가능구유효삭약항도간적우동효응,이항랍강도대우굴진우동궤호몰유영향;5배동경간거이상시,상교우항도간수직거리,수평거리적증가능구현저감약항도간적굴진우동효응;수평거리증가대굴진우동적삭약효응재수직방향상분포불동,당선굴항도위우후굴항도상방시,수평거리적증가능구경위유효지감약굴진우동영향。재차기출상제출항도군위암공제적최우공간관계학정방법,대공정실천구유일정적지도의의。
In deep mining, the excavation disturbance is large. Such factors of excavation disturbance as strength of surrounding rock of roadway, horizontal distance, vertical distance have been discussed in this paper, adopting monitoring and numerical simulation results. The result indicates that the increase of the rock internal friction angle and cohesion can weaken disturbance effect of the roadway, while tensile strength is almost not affected to the excavation disturbance;in the roadways when the distance exceed 5 times of theirs diameter condition, compared to vertical distance, the increase of the horizontal distance can significantly weaken the excavation disturbance of soft rock roadways;In vertical direction, The distribution of the excavation disturbance effect is different accordingly. When early roadway is lo-cated above the later roadway, increase in the horizontal distance can weaken the excavation disturbance effectively. On this basis, the determination method is proposed for optimal spatial relationship of roadways, which has certain significance on engineering practice.