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《Rock and Soil Mechanics》 2005-06
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Analysis of surrounding rock stability of deeply buried roadways and study on its control techniques

JING Hong-wen, LI Yuan-hai, XU Guo-an (School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou 221008, China)  
Based on the rock characteristics of strain-softening and dilatancy, this paper developed a theoretical formula for calculating broken zone thickness of roadways, analyzed the influence of buried depth, rock strength, strain-softening extent, and support pressure on the surrounding rock stability of the deeply buried roadways. The new concept of ‘three bolting’ support is put forward, which refers to a supporting method combining bolt and shotcrete, grout, and anchorage cable. This new supporting method has been applied to engineering practice; and favorable technical and economic benefit is obtained.
【Fund】: 国家自然科学基金项目资助(50474063 50490273)
【CateGory Index】: TD322.4
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