The effect of a multi-gob, pier-type roof structure on coal pillar load-bearing capacity and stress distribution

Author:

Yang J. X.,Liu C. Y.,Yu B.,Wu F. F.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Du XL, Song HW, Chen J (2011) Numerical simulation of the evolution of the pressure arch during coal mining. J China Univ Min Technol 6:863–867

2. Gao MS, Dou LM, Zhang N, Zheng BS, Kan JG (2005) Cusp catastrophic model for instability of coal pillar burst damage and analysis of its application. J China Univ Min Technol 4:433–437

3. Liu BC, Shen HQ (1988) The mathematical model and solution for optimization of coal pillar for preventing building. J China Coal Soc 3:18–25

4. Liu CY, Huang BX, Meng XJ (2007) Research on abutment pressure distribution law of over length isolated fully-mechanized top coal caving face. Chin J Rock Mech Eng 1:2671–2676

5. Miao XX (1990) Natural balance arch and the surrounding rock stability. Ground Press Strat Control 2:55–57

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