Assessment of Dyke-Induced Strength Variations in Coal and Its Surroundings Using a Non-Destructive In Situ Testing Approach

In situ uniaxial compressive strength mapping across dykes of different thicknesses within a coal mass and its influence zones at two mines in the Jharia coalfield has been carried out in this study. It provides insight into the manner in which the dyke intrusion altered the adjacent coal mass, leading to the formation of jhama and pulverized zones with modified strength properties. A Digital Schmidt Hammer with an impact energy of 2.207 Nm was used to estimate the in situ uniaxial compressive strength of the coal around the seam–dyke interface in different mines selected for the study. At the first mine, the dyke had a thickness of approximately 15 m, with its influence on the surrounding coal mass extending up to 13.5 m on both sides. Unlike the first mine, the dyke in the second mine was merely 1 m thick, with its effect limited to a zone of around 2.1 m. The average uniaxial compressive strength of unaltered (intact) coal at the studied mines ranged from 31.7 to 38.5 MPa. The zones influenced by the dyke at both mines comprised jhama, which exhibited a 15–18% higher uniaxial compressive strength compared to the surrounding intact coal, and pulverized coal zones, which showed a 46–56% reduction in strength relative to the intact coal.