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REGIONAL STRESS FIELD OPTIMIZATION METHOD FOR MAIN HAULAGEWAY

机译:主干道区域应力场优化方法

摘要

Disclosed is a regional stress field optimization method for a main haulageway (1). First, before boring the main haulageway (1), measuring the crustal stress at passageways near and in communication with the main haulageway (1); calculating and analyzing the position of the greatest difference of principal stress (3) on the wall after the main haulageway (1) is bored; boring multiple pressure-relieving passageways (2) near the main haulageway (1) at appropriate layers above or below the position of the greatest difference of principal stress (3), and using the pressure-relieving passageways (2) to relieve the pressure of the main haulageway (1); constructing from the inside of the pressure-relieving passageways (2) floor stress optimization holes (4) toward the position of the greatest difference of principal stress (3), and performing static blasting; after the pressure-relieving passageways (2) deform to a certain degree, boring the main haulageway (1), and measuring, inside of the main haulageway (1), the crustal stress and calculating the position of the greatest difference of principal stress (3) on the wall; constructing from the inside of the main haulageway (1) a wall stress optimization hole (5) toward the position of the greatest difference of principal stress (3) on the wall, and performing static blasting to relieve pressure, thereby optimizing the regional stress field of the main haulageway (1). The present method relieves the pressure using pressure-relieving passageways and performs static blasting twice to relieve pressure, once before the boring and once after the boring, at the position of the greatest difference of principal stress on the wall, thereby optimizing the regional stress field of the main haulageway with good effects.
机译:公开了一种用于主运输道路的区域应力场优化方法(1)。首先,在对主要运输通道(1)进行钻孔之前,测量靠近主要运输通道(1)并与之连通的通道的地壳应力;计算并分析主运输通道(1)钻孔后主应力(3)的最大差异在墙上的位置;在主运输通道(1)附近的主应力最大差值(3)的最大或最小位置以下的适当层钻多个泄压通道(2),并使用泄压通道(2)释放主要运输通道(1);从泄压通道(2)的内部构造底板应力最优化孔(4)到主应力差最大的位置(3),并进行静态喷砂处理。在泄压通道(2)发生一定程度的变形后,对主运输通道(1)进行钻孔,并在主运输通道(1)内测量地壳应力并计算主应力最大差的位置( 3)在墙上;从主运输通道(1)的内部构造壁应力优化孔(5),使其朝向壁上主应力最大差异(3)的位置,并进行静态喷砂释放压力,从而优化区域应力场主要运输路线(1)。本方法利用泄压通道释放压力,并在钻孔前一次和钻孔后一次进行两次静态喷砂以释放压力,在壁上主应力差最大的位置,从而优化了区域应力场。主要运输方式效果良好。

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