According to different stress environment of coal seam, failure mechanisms of longwall face were classified into two types, including fail in shear and fail in tension. Failure modes of the longwall face were divided into four types: upper, lower, integral and plastic flow patterns. Roof, coal wall and support were composed of the surrounding rock structure system of the longwall face. Roof load
... [Show full abstract] was carried by the coal wall and support. Assignment feature of the load depends on the stiffness of system elements. Mechanical model for "roof-coal wall-support" system was established. Vertical deformation and actual load exerting on the coal wall was obtained. Stability coefficient of coal wall was defined as the ratio of limit bearing capacity to actual roof load. Physical simlation experiments for coal wall stability analysis with different support stiffness were designed. The measurement of both horizontal and vertical deformation of coal wall was realized. The results show that the stability coefficient increases with the growth of support stiffness, which means the stability of coal wall is enhanced. The horizontal deformation of the upper coal wall is greater than that of the lower part. Both horizontal and vertical deformation decreases with the increase of support stiffness. The measure to improve support stiffness was practiced at Wulanmulun coal mine. The maximum vertical displacement of immediate roof drops from 0.90 m to 0.65 m. © 2019, Editorial Board of Journal of CUMT. All right reserved.