CAJ | 학술논문

针对影响深部煤矿巷道围岩稳定的地应力因素，基于深埋巷道围岩体应力分布的力学特征和地应力钻孔解除法原理，探讨了在同一钻孔内间隔一定距离进行反复多次解除的地应力测试方法，建立了判别原始应力的科学依据，根据基准孔和校验孔的测量结果，可以推算出其他测点原岩应力区与巷道半径之间的关系。工程实践表明：在千米埋深的大屯矿区孔庄煤矿井底车场区域，基准孔在3.7R处进入了原岩应力区，实测垂直原岩应力值为23.3 MPa，并在校验孔和推广孔得到了验证。
침대영향심부매광항도위암은정적지응력인소，기우심매항도위암체응력분포적역학특정화지응력찬공해제법원리，탐토료재동일찬공내간격일정거리진행반복다차해제적지응력측시방법，건립료판별원시응력적과학의거，근거기준공화교험공적측량결과，가이추산출기타측점원암응력구여항도반경지간적관계。공정실천표명：재천미매심적대둔광구공장매광정저차장구역，기준공재3.7R처진입료원암응력구，실측수직원암응력치위23.3 MPa，병재교험공화추엄공득도료험증。
With the stress-factors affecting the stability of tunnel-surrounding rock, based on the stress distribution of deep tunnel-surrounding rock and the principle of stress relief method, the in-situ stress measurement of repeatedly stress relief on the original boreholes was approached, and the scientific ba-sis of discriminating the original boreholes was established. According to the measurement of basic borehole and checking borehole, the relations between the original rock stress in other measuring area and radius of the tunnel could be deduced. The project practice showed that, in Kongzhuang colliery, Datun coal mining area with buried depth more than 1 000 m, the basic borehole enter the original rock stress area at the distance about 3.7R, the original vertical stress result is 23.3 MPa,which was proved in the checking borehole and extension borehole.