复合巷道薄弱部位破坏机理及其支护
Compound tunnel weak spot failure mechanism and support
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摘要: 通过力学分析和数值模拟方法,对复合巷道及其薄弱部位的破坏机理和过程进行了研究和分析。研究发现,软岩层厚度大时,仅锚杆支护效果不理想,而采用合理的锚杆、锚索联合支护的方法,则会产生很好支护效果。根据崔家寨煤矿巷道的实际地质状况,对其复合巷道进行了支护设计。通过现场实测,巷道支护达到预期效果。Abstract: Compound tunnel weak spot failure mechanism and supports were studied through mechanics and numerical simulation method.The results indicate that only bolting is not effective,and reasonable use of the bolt,cable joint support will have a very good way supporting effect in the thickness of soft rock.According to Cuijiazhai mine's geological conditions,a roadway support was designed.Through surveying on-site,the tunnel support achieved the expected result.
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