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Stability analysis on roof of rock foundation with Karst cave and karst cave — surrounding rock

机译:岩溶洞穴和岩溶洞穴—围岩的岩石基础屋顶的稳定性分析

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Based on the stability Influence factors of rock foundation with Karst cave, with the action of gravity and pile foundation loading, safe thickness of Karst cave roof was calculated with the mechanics analytical method. Then Karst cave-surrounding rock stress was analyzed with elasticity theory and Griffith criterion, the results show that the latter method is used to chose safe thickness of karst cave roof, not only to ensure the safety of roof, but also to ensure the stability of karst cave, so it supply reliable calculation method for safe thickness of karst cave roof.
机译:基于岩溶洞穴岩体稳定性的影响因素,在重力和桩基荷载作用下,采用力学分析方法计算了岩溶洞穴顶板的安全厚度。利用弹性理论和格里菲斯准则对岩溶洞穴围岩的应力进行了分析,结果表明,后一种方法可用于选择岩溶洞穴顶板的安全厚度,既可保证顶板的安全性,又可确保顶板的稳定性。岩溶洞穴,为岩溶洞穴顶板的安全厚度提供了可靠的计算方法。

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