Related Experiment Video
Updated: Sep 17, 2025

A Uniaxial Compression Experiment with CO2-Bearing Coal Using a Visualized and Constant-Volume Gas-Solid Coupling Test System
Published on: June 12, 2019
Overburden breakage and surface damage evolution under high-intensity mining of shallow coal seams: evidence from
Huan Zhang1,2,3, Jie Zhang2, Zhuhe Xu1,3
1State Key Laboratory of Water Resource Protection and Utilization in Coal Mining, Beijing, 102209, China.
Abstract:
During high-intensity mining of shallow coal seams, severe overburden movement and surface subsidence can lead to geological hazards like ground fissures. This study investigates these phenomena at a representative working face in the Shendong mining area. Numerical simulations were conducted to analyze overburden displacement, stress distribution, fracture evolution, breakage characteristics, and surface subsidence under varying mining advance distances. A theoretical model of overburden breakage and surface subsidence was developed, revealing the key mechanisms involved. Results indicate that overburden breakage and collapse occur in distinct stages. The presence of key strata is essential for maintaining the rock layer stability and controlling surface subsidence. Initial roof breakage occurs at an advance distance of 80 m, with periodic intervals of 40 to 60 m. Stress distribution evolves through three stages: overall pressure relief, single-peak stress concentration, and double-peak stress concentration. Fractures propagate through the overburden, ultimately reaching the key strata and surface. Once the key strata are fractured, a "voussoir arch" structure suppresses further fracture expansion. The theoretical model and simulations align closely with field data, providing a scientific basis and technical support for controlling subsidence and facilitating surface ecological restoration during high-intensity mining.
Related Concept Videos
Fatigue
Microcracking in Concrete
Quarrying of Stone
One common method involves using a diamond belt saw to cut large blocks from the quarry face. These blocks can be about 50 feet long and 12 feet high. After the initial vertical cut, drilling is performed at the base of the...
Abrasion Resistance of Concrete
One such test is the revolving disc test, where three plates...
Stress-Strain Diagram - Brittle Materials
Toughness and Hardness of Aggregate

